Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I Architectural Institute of Japan 1994 (19940725)

 CiNii Books

表紙 / COVER  Full Text: CiNii   
目次  Full Text: CiNii    1-23
[OTHERS]  Full Text: CiNii   
Reliability-based life prediction of degrading structures  Full Text: CiNii    1-2
Minimization of Expected Total Cost and Reliability Level  Full Text: CiNii    3-4
Probabilistic Damage States Prediction of Structures  Full Text: CiNii    5-6
Reliability Index Considering Statistical Properties of the Summation of Non-Gaussian Random Variables  Full Text: CiNii    7-8
Application of Importance Sampling Technique to First Passage Problem for non-Gaussian Stochastic Process  Full Text: CiNii    9-10
RESEARCH ON STRUCTURAL RELIABILITY ANALYSIS USING GENETIC ALGORITHMS : Part 2,The Process of IGA and Its Application To Structual Reliability Analydsis  Full Text: CiNii    11-12
RESEARCH ON STRUCTURAL RELIABILITY ANALYSIS USING GENETIC ALGORITHMS : Part3,Application of IGA to the Reliability Considering Parameter Uncertainties and an Investigation of First Intelligence  Full Text: CiNii    13-14
Construction Cost for various Buildings with varying seismic Load  Full Text: CiNii    15-16
Model building codes system and sesmic design codes in the United States  Full Text: CiNii    17-18
Proposition on a Method to Extract the Social Consensus : For Establishment of a Target Level of Safety (Part 1)  Full Text: CiNii    19-20
A method to extract the consciousness of structural safty : For Establishment of a Target Level of Safety (Part 2)  Full Text: CiNii    21-22
A Trial Calculation of Strength, External Force and Probability of Failure : For Establishment of a Target Level of Safety (Part 3)  Full Text: CiNii    23-24
Effects of Difference in Visual Objects on Sense of Horizontal Vibration : Part 1 Outline of the Experiment and Analysis on Order of Presenting Object  Full Text: CiNii    25-26
Effects of Difference in Visual Objects on Sense of Horizontal Vibration : Part II Analysis on Difference in Methods of the Experiment and Physical Elements of Vibration  Full Text: CiNii    27-28
A survey of Dimensional Accuracy on SRC and RC building Elements : Part 1 Girders/Columns, Beams and Walls  Full Text: CiNii    29-30
A survey of Dimensional Accuracy on SRC and RC building Elements : Part 2 Floor Slabs  Full Text: CiNii    31-32
Inbestigation on the Strength of Slab about Actual Buildings : Part I In the Case of Ultimate Limit State  Full Text: CiNii    33-34
Inbestigation on the Strength of Slab about Actual Buildings : PartII In the Case of Serviceability Limit State  Full Text: CiNii    35-36
Live Load Reduction of Multiple-Story Column for Office Buildings Part4 : A Study on Load Reduction Factor Considering Simultaneous Occurrence Probability of Concentrated Load  Full Text: CiNii    37-38
A Study on the Relationship between Load Intensity and Load Effect of Live Load  Full Text: CiNii    39-40
Seismic Reliability Analysis of Hysteretic Structures with Uncertain Parameters  Full Text: CiNii    41-42
Study on thefragility of structure with several elements in its story  Full Text: CiNii    43-44
Probabilistic Evaluation of Seismic Isolation Effect with respect to siting of a Fusion Reactor Faclity  Full Text: CiNii    45-46
Seismic Risk analysis of Non-Linear MDOF Structure : Part2,Risk analysis Using Response Spectra with Variation  Full Text: CiNii    47-48
Reliability Evaluation of a Reinforced Concrete Frame  Full Text: CiNii    49-50
Seismic Hazard Assenssment taking into acount The Fault Extent  Full Text: CiNii    51-52
Seismic Hazard Analysis Using Areal Source Models Based on the Seismotectonics  Full Text: CiNii    53-54
A Seismic Risk Study for Earthquake Resistant Design based on Extreme Value Distribution  Full Text: CiNii    55-56
2029 CHARACTERISTICS OF MAXIMUM BEDROCK VELOCITY ESTIMATED FROM EXTREME VALUE DISTRIBUTIONS : Part 1 : Relative Appropriateness and Spatial Upper Bound Estimation  Full Text: CiNii    57-58
A Study on Distributions of Earthquake Motion Spectra  Full Text: CiNii    59-60
Study on vibration characteristic coefficient for story collapse type buildings  Full Text: CiNii    61-62
Investigation of Seismic Response by Artificial Earthquake Motions based on Building Sesmic Code  Full Text: CiNii    63-64
Estimation of Elasto-plastic Earthquake Responses of MDOF Structures  Full Text: CiNii    65-66
Minimum value of structural characteristic factor in sesmic design : part 1 analytical procedure and results  Full Text: CiNii    67-68
Minimum value of structural characteristic factor in sesmic design : part 2 consideration on base shear coefficient spectrum  Full Text: CiNii    69-70
Full-scale Measurements of the Dynamic Response of The Yokohama Landmark Tower : Part 1. Instrumentation  Full Text: CiNii    71-72
Full-scale Measurements of the Dynamic Response of The Yokohama Landmark Tower : Part 2. A Comparison of Measured Motion and Dynamic Analysis in an Earthquake  Full Text: CiNii    73-74
Estimation of Ground Snow Weights Based on the Data of Daily Precipitations and Daily Mean Air Temperatures  Full Text: CiNii    75-76
Study on the Characteristics of Snow Accumulation at Mikata Town in Hyogo Pref.  Full Text: CiNii    77-78
Study on the structural safety of school gymnasiums sgainst snow load : in TOYAMA Pref.  Full Text: CiNii    79-80
Study of Estimation of Strength of Latticed Domes under Snow Load : Part 1 : Snow Load Distribution on Domes  Full Text: CiNii    81-82
Study of Estimation of Strength of Latticed Domes under Snow Load : Part 2 : Analysis of Single Layer Latticed Domes  Full Text: CiNii    83-84
Observation of snow accumulation on membrane roof of dome structure : Part 1 Observation method and observation of snow sliding on roof  Full Text: CiNii    85-86
Observation of snow accumulation on membrane roof of dome structure : Part 2 Observation on snow load on roof  Full Text: CiNii    87-88
Fundamental study on the prevention of the snow and ice disaster from the falling snow accident of snow on the roof : Part1. The present situation of the falling snow accident  Full Text: CiNii    89-90
Fundamental study on the prevention of the snow and ice disaster from the falling snow accident of snow on the roof : Part2. Study on the count of roof-snow falling from the roof  Full Text: CiNii    91-92
Between form of surface and velocity of snow-sliding on metal roofing  Full Text: CiNii    93-94
A Study on the Evaluation of Snow Load on Glass covered roofs  Full Text: CiNii    95-96
A study on snow disposal from membrene structure roofs by linerly arranged electric heaters (Part2)  Full Text: CiNii    97-98
Fundamental Study on Control of Snow Load on the Roof : Part 3 Study on the Sliding Start of Snow on the Roof  Full Text: CiNii    99-100
Fundamental Study on Control of Snow Load on the Roof : Part 4 Relation between the adfreeze process and weather conditions  Full Text: CiNii    101-102
Fundamental Study on Control of Snow Load on the Roof : Part5 Regarding effect of scale of the adreezing load  Full Text: CiNii    103-104
On the uneven settlement of the tubular passage with rectangular section connecting two buildings at Asuka Camp in Anarctica : 1. Growth of snow-drift around Asuka Camp and partial snow-loading effect on the buildings  Full Text: CiNii    105-106
On the uneven settlement of the tubular passage with rectangular section connecting two buildings at Asuka Camp in Anarctica : 2. Characteristics of the uneven settlement of the passage in snow  Full Text: CiNii    107-108
On the uneven settlement of the tubular passage with rectangular section connecting two buildings at Asuka Camp in Anarctica : 3. F. E. M. Analysis on the uneven settlement of the passage in snow  Full Text: CiNii    109-110
The aplicability of using model snow with wind-tunnel experiments : Part1 The contrast of flow of wind and quality of model snowdrift  Full Text: CiNii    111-112
The aplicability of using model snow with wind-tunnel experiments : Part2 Relation between snowdrift formation and frictional stress  Full Text: CiNii    113-114
An Experimental study on snow drifting on two-level flat roofs  Full Text: CiNii    115-116
Wind observation analysis using a network of wind measurement array of high density in Kyushu area : Part 1 Summary of gusty winds due to Typhoon 9313  Full Text: CiNii    117-118
Wind observation analysis using a network of wind measurement array of high density in Kyushu area : Part 2 The distributions of gusty winds due to Typhoon 9313  Full Text: CiNii    119-120
Wind Velocity Profile Measurement during Typhoon using Doppler Sodar  Full Text: CiNii    121-122
Turbulent features of the wind field in a typhoon boundary layer  Full Text: CiNii    123-124
Remote Sensing of Wind Velocity by Boundary Layer Radar  Full Text: CiNii    125-126
A Full Scale Wind Velocity Measurement at 100-metre Altitude in Tokyo (Sendagaya)  Full Text: CiNii    127-128
A Proposal to Make Homogeneous Annual Maximum Wind Speed Data under The Alteration of Anemoneters  Full Text: CiNii    129-130
Estimation of the Radius of Maximum Cyclostrophic Wind Speeds for Major Typhoons  Full Text: CiNii    131-132
Directional variation of extreme winds by a stochastic model of typhoon winds  Full Text: CiNii    133-134
An study on Fitting Method for Frequency of Wind Velocity  Full Text: CiNii    135-136
A Study on Damage Ratio of Houses by Typhoon 9313  Full Text: CiNii    137-138
Study on Structual Damage of Typhoon 9119 by Loss data base  Full Text: CiNii    139-140
Effect of the ground on the typhoon winds  Full Text: CiNii    141-142
On a Choice of a Meteorological Station to Evaluate The Strong Wind around Buildings by Full Scale Tests and Wind Tunnel Tests  Full Text: CiNii    143-144
Development of a conbenient technique for evaluating the predestrian-level wind environment around buildings by using infrared themography : Part 2 Improvements in the quality of test procedures and in the operation  Full Text: CiNii    145-146
WIND FORCES ON FLAT-ROUND AND SPHERICAL ROOFS : Part 1 Characteristics of mean and fluctuating pressures  Full Text: CiNii    147-148
Wind Effect on Roofs of Retractable Dome : Part 1 Characteristic of Wind Pressure and Wind Force  Full Text: CiNii    149-150
Wind Effect on Roofs of Retractable Dome : Part2 Fluctuating Wind Load and Dynamic Response Analysis of Roofs  Full Text: CiNii    151-152
A Study on Wind Induced Response of Spherical Dome Roof by Modal Analysis Method : Part 1 Proposal of efficient method about evaluation of covaviance and effective modes selection  Full Text: CiNii    153-154
A Study on Wind Induced Response of Spherical Dome Roof by Modal Analysis Method : Part 2 Analysis of effeicient method about evaluation of covaviance and effective modes selection  Full Text: CiNii    155-156
Characteristics of Wind Pressure on Cantilever Roof : Part 2 Effect of Glass-screen on Cantilever Roof  Full Text: CiNii    157-158
The Behavior of large one -side Roof due to Wind  Full Text: CiNii    159-160
Wind-induced dynamic response and resultant load estimation for a flat long-span roof  Full Text: CiNii    161-162
Wind tunnel experiment of a flat roof : part1 flow around a flat roof  Full Text: CiNii    163-164
Wind tunnel experiment of a flat roof : part2 Pressure on a flat roof  Full Text: CiNii    165-166
Wind Tunnel Test for Characteristics of Wind Pressures on a Low-Rise Building with Flat Roof  Full Text: CiNii    167-168
Reduction of wind forces acting on tall buildings with the addition of small rectangular cylinders  Full Text: CiNii    169-170
Effects of Balconies for Wind Forces acting on Corner Cutting High Rise Buildings : Part.1 Investigation from Overall Wind Forces  Full Text: CiNii    171-172
Effects of Balconies for Wind Forces acting on Corner Cutting High Rise Buildings : Part.2 Investigation from Wind Pressures and Local Wind Forces  Full Text: CiNii    173-174
An Experimental Studies on Wind Induced Response of Chamfered Square Cylinder : On Characteristics of Aerodyanamic Device "SPOILER"  Full Text: CiNii    175-176
The Effect of Corner-cutting on Vortex-induced Oscillation and Galloping of Three-dimensional Rectangular Cylinders : Part 1 various features in uniform flow  Full Text: CiNii    177-178
The Effect of Corner-cutting on Vortex-induced Oscillation and Galloping of Three-dimensional Rectangular Cylinders : Part 2 various features in turbulent flow  Full Text: CiNii    179-180
Reduction of Wind Induced Vibration of a Tall Building  Full Text: CiNii    181-182
Active Control of Aerodynamic Forces of Square Tower by Jets  Full Text: CiNii    183-184
Unsteady aeroelastic instability without Karman vortex effect  Full Text: CiNii    185-186
Time History Analysis for Aerodynamic Unstable Vibration of Two-Dimensional Rectangular Model : Part 1. Analytical Method  Full Text: CiNii    187-188
Time History Analysis for Aerodynamic Unstable Vibration of Two-Dimensional Rectangular Model : Part 2. Analytical Results  Full Text: CiNii    189-190
Aerodynamic Damping and Added Mass Forces under Along-Wind Oscillation  Full Text: CiNii    191-192
Added Mass of Tall Buildings  Full Text: CiNii    193-194
Development of Hybrid Experimental System Combined with Random Response Analysis for unsteady Aerodynamic Vibration of Structure : Part1. Concept and Advantage of Present Method  Full Text: CiNii    195-196
Development of Hybrid Experimental System Combined with Random Response Analysis for unsteady Aerodynamic Vibration of Structure : Part2. Outline of The System  Full Text: CiNii    197-198
Development of Hybrid Experimental System Combined with Random Response Analysis for unsteady Aerodynamic Vibration of Structure : Part3. Response Simulation by Impulse Force and Wind Force  Full Text: CiNii    199-200
Investigation of Methods for Estimation of The Reponse of Super Tall Buildings in Strong Wind : Part5 Outline of Unsteady Aerodynamic Force Measurement and General Results  Full Text: CiNii    201-202
Investigation of Methods for Estimation of The Reponse of Super Tall Buildings in Strong Wind : Part5 Outline of Unsteady Aerodynamic Force Measurement and General Results  Full Text: CiNii    203-204
Study on Estimation of Elasto-Plastic Response under Wind Loading : A Case of Zero Mean Value (Part 1)  Full Text: CiNii    205-206
Study on Estimation of Elasto-Plastic Response under Wind Loading : A Case of Zero Mean Value (Part 2)  Full Text: CiNii    207-208
Farigue Damage of Steel Member by Wind Induced Vibration : Part 5 Simple Method to Evaluate Elastic-Plastic Response  Full Text: CiNii    209-210
Full-Scale Measurements of Wind-Induced Vibration of Transmission Line System in Mountainous Area : Part 4. Damping of Transmission Line in Wind-Induced Response  Full Text: CiNii    211-212
Full Scale Measurement of Wind Pressure acting on a Tall Building and Vibration of the Building : (Part 1) Observation System and Tentative Result of Observation  Full Text: CiNii    213-214
Study on Estimation of Wind-Induced Response for Tower-Like Structure : Part 1 Properties of Strong Winds based on Observation  Full Text: CiNii    215-216
Study on Estimation of Wind-Induced Response for Tower-Like Structure : Part2 Effects of Non-Linear Term of Wind Force on Expected Peak Value  Full Text: CiNii    217-218
Case Studies of Wind Response Spectrum on Tall Buildings  Full Text: CiNii    219-220
WIND-INDUCED LATERAL : TORSIONAL COUPLED MOTION OF A TALL BUIDING  Full Text: CiNii    221-222
Wind Tunnel Tests of Aeroelastic Model on Lateral-Torsional Response of Tall Buiding  Full Text: CiNii    223-224
The effect of building's section shape on wind responses : About one mass system  Full Text: CiNii    225-226
Characteristics of vortex street and its relationship with fluctuating lift  Full Text: CiNii    227-228
Measurement of Wind Pressures on a 3-dimensional Prism in Natural Wind : Multi-channel Data Acquisition System for Outdoor Measurement  Full Text: CiNii    229-230
An Experimental Research for Vertical Distribution of Fluctuating Wind Force on High Rise Building  Full Text: CiNii    231-232
Modeling and Generating Waveform Data for Vertical Distribution of Wind Force on High-rise Building  Full Text: CiNii    233-234
Characteristics of wind pressues on a rectangular tall building  Full Text: CiNii    235-236
Time-Spatial Correlation Model on Simulation of Local Wind Forces with Dynamic Balance Data on Tall Buildings : Part 1. Outline of Study and Characteristics of Imitated Local Wind Forces  Full Text: CiNii    237-238
Time-Spatial Correlation Model on Simulation of Local Wind Forces with Dynamic Balance Data on Tall Buildings : Part 2. Comparison on Time-Spatial correlation Models  Full Text: CiNii    239-240
Characteristics of Wind Pressure on Twin Tall Buildings  Full Text: CiNii    241-242
Aerodynamic Forces on Buildings and Structures of Circular Cross-section : Part4 Design Wind Pressures for Wall Cladding  Full Text: CiNii    243-244
Wind Force Coefficients of a Hyperbolic Arched Tower  Full Text: CiNii    245-246
Computation of Flow around smokestacks by the Discrete Vortex Method  Full Text: CiNii    247-248
An Improved κ-ε turbulence model for Estimation of Wind Forces  Full Text: CiNii    249-250
Numerical Simulation of Flow Field around 1 : 1 : 0.5 Rectangular Prism : (Part 1) Wind Tunnel Test Results  Full Text: CiNii    251-252
Numerical Simulation of Flow Field around 1 : 1 : 0.5 Rectangular Prism : (Part 2)Simulation Results Using κ-ε Model Based on Composite Grid System  Full Text: CiNii    253-254
Numerical Study on Air Flow around 2D Square Cylinder (Part5) : Comparison of LES with experiments for wind induced oscillating cylinder  Full Text: CiNii    255-256
Numerical simulation of flow around square prisms in tandem arrangement  Full Text: CiNii    257-258
Numerical Analysis of the Motion-Induced Vortex Oscillation  Full Text: CiNii    259-260
Application of SGS (Subgrid Scale) model to the wake stuructures of a 3-D surface-nmounted obstacle  Full Text: CiNii    261-262
Computed aerodynamic characteristics of a square cylinder with chamfered corners  Full Text: CiNii    263-264
The 3D-flos structures and the aerodynamic force around a two dimensional rectangular cylinder  Full Text: CiNii    265-266
Simulation of the three-dimensional unsteady flows around a bell-shaped hill  Full Text: CiNii    267-268
Study on Evaluation Method of Damage and Seismic Intensity Distribution for the 1993 Kushiro-oki Earthquake using GIS  Full Text: CiNii    269-270
Analysis of the Damage of Wooden Houses around JMA Kushiro during the Kushiro-oki Earthquake 1993,Japan  Full Text: CiNii    271-272
Seismic Response of Reinforced Concrete Buildings by 1993 Kushiro-oki Earthquake : (Part 1)Response Analyses by SDF Model  Full Text: CiNii    273-274
Seismic Response of Reinforced Concrete Buildings by 1993 Kushiro-oki Earthquake : (Part2)Input Earthquake Motion and Response of Damaged Building  Full Text: CiNii    275-276
Assessment for Overturning Risk of Furiture during Earthquake Based on Site Investigation : Part 1 Inbestigation on Overturning of Furniture during the 1993 Kushiro-oki Earthquake  Full Text: CiNii    277-278
Assessment for Overturning Risk of Furiture during Earthquake Based on Site Investigation : Part 2 Overturning Rates of Furniture and Ground Motion Intensity  Full Text: CiNii    279-280
Consciousness and Behavior of Inhabitants in 1993 Kushiro-oki Earthquake : Influence of Earthquake Disaster on Residence and Dwelling Life PartI  Full Text: CiNii    281-282
Relation between physical damage and inhabitants in 1993 Kushiro-oki Earthquake : Influence of Earthquake Disaster on Residence and Dwelling Life PartII  Full Text: CiNii    283-284
Questionnaire Response on the 1993 Kushiro-oki Earthquake  Full Text: CiNii    285-286
Indoor Damage and Dairy Life Disruption by 1993 Kushiro-oki Earthquake Based on Questionnaire  Full Text: CiNii    287-288
Survey on Damage by the Hokkaido Nansei-Oki Earthquake 1993 : Damage of Building  Full Text: CiNii    289-290
Household questionnaire survey in the Okushiri Island after the 1993 Hokkaido Nansei-oki earthquake : Part 1. Sesmic intensity distribution and damage pattern of dwellings  Full Text: CiNii    291-292
Household questionnaire survey in the Okushiri Island after the 1993 Hokkaido Nansei-oki earthquake : Part. 2 Refuge of Inhabitants  Full Text: CiNii    293-294
Household questionnaire survey in the Okushiri Island after the 1993 Hokkaido Nansei-oki earthquake : Part 3. Time factors of evacuation and risk of casualty  Full Text: CiNii    295-296
Household questionnaire survey in the Okushiri Island after the 1993 Hokkaido Nansei-oki earthquake : Part 4. Study in refuge movement patterns to the Aonae district using GIS  Full Text: CiNii    297-298
Reconstruction Process of Living Environment in 1993 Hokkaido South-West Off Earthquake : Influence of Earthquake Disaster on Residence and Dwelling Life PartIII  Full Text: CiNii    299-300
Part of Dwelling in Reconstruction Process of 1993 Hokkaido South-West Off Earthquake Inf : Influence of Earthquake Disaster on Residence and Dwelling Life PartIV  Full Text: CiNii    301-302
The study on Okushiri island's reconstruction after 1993 Southwest-off-Hokkaido Earthquake  Full Text: CiNii    303-304
Seismic Intensity Questionnaire Survey on the 1993 Hokkaido-nanseioki Earthquake  Full Text: CiNii    305-306
Re-assessment on Damage of Noshiro City by the 1983 Nihonkai-chubu Earthquake Based on Questionnaire : Summary of Housing Damage  Full Text: CiNii    307-308
Damage caused by the January 17,1994,Northridge Earthquake and its aftershock of March 20  Full Text: CiNii    309-310
My Thinking Concerning to the Seismological Aspects of the January 97. 1994 Northridge Earthquake  Full Text: CiNii    311-312
Field survey of the September 30,1993,Maharashtra Earthquake, India : (1)General report  Full Text: CiNii    313-314
Field survey of the September 30,1993,Maharashtra Earthquake, India : (2)Structural damage  Full Text: CiNii    315-316
Microtremor obserbation in Marikina Plain, Metoro Manila  Full Text: CiNii    317-318
A Study on Earthquake Hazard Assessment of Hillside City Nagasaki  Full Text: CiNii    319-320
On Estimation of Spatial Distribution of Site Factor from the Point Data  Full Text: CiNii    321-322
Relationship between Seismic Acceleration and Casualty due to Earthquakes  Full Text: CiNii    323-324
Sesmic Intensity Distribution due to Questionnaire Survies and Geological Hazard Map (3) : Extraction of geological characteristics of surface layer and it's applicability to the sesmic microzonation  Full Text: CiNii    325-326
Meaning of experience on dealing with disasters by consciousness and behavior : Influence of Earthquake Disaster on Residence and Dwelling Life Part V  Full Text: CiNii    327-328
Seismic Intensity Maps of Historical Earthquakes  Full Text: CiNii    329-330
A Study of the Strength against Ground Motion between Wooden : Houses and Hut Houses Based on Historical Data of Damage  Full Text: CiNii    331-332
The Table of Earthquake-damages  Full Text: CiNii    333-334
A Pre-arrival Earthquake Detection and Information Transmission System : (Part1)Outline of the System  Full Text: CiNii    335-336
A Pre-arrival Earthquake Detection and Information Transmission System : (Part2)Evaluation Method and Examples  Full Text: CiNii    337-338
A Pre-arrival Earthquake Detection and Information Transmission System : (Part3)Observed Data and Evaluation Accuracy  Full Text: CiNii    339-340
Seismic Hazard Mitigation based on Social Engineering Approach : (Part6)Questionnaire Survey of Fallen Objects into a Street in the Kushiro-oki Earthquake  Full Text: CiNii    341-342
Seismic Hazard Mitigation based on Social Engineering Approach : (Part7)Restoration Process in Okushiri and Osyamambe Areas attacked by Hokkaido-Nansei-Oki Earthquake  Full Text: CiNii    343-344
Vibration characteristics of the damaged brick walls  Full Text: CiNii    345-346
The Equation Prdicting When a Furniture Overturns by Model Vibration Tests Considering Eccentricity of its Weight  Full Text: CiNii    347-348
Rocking Motion and Criteria for Overturning of Asymmetric Rigid Bodies  Full Text: CiNii    349-350
A Method to Evaluate Earthquakes for Safety Checking in Building Design  Full Text: CiNii    351-352
Advanced Aproach for Seismic Design of Structures Considerd Characteristics of Earthquake and Strong Ground Motion : Part 2 : Evaluation of Earthquake Magnitude for Seiemic Desgn and Strong-Motion Level  Full Text: CiNii    353-354
Fault mechanism of the 1923 Kanto Earthquake : PART. 1 A crustal structure deduced from observed records for small events and a simulation of strong motion sesmograms from the main shock at the Gifu observatory  Full Text: CiNii    355-356
SOURCE PROCESS OF THE 1923 KANTO EARTHQUAKE AND STRONG GROUND MOTION AT HONGO, TOKYO  Full Text: CiNii    357-358
A Study on the Response Spectra of Earthquake Ground Motion Observed at a Rock Site  Full Text: CiNii    359-360
Characteristics of incident spectra to base rock estimated from vertical strong motions  Full Text: CiNii    361-362
Attenuation Curves on Pre-Quaternary Grounds : Part 1 Horizontal Component  Full Text: CiNii    363-364
Attenuation Curves on Pre-Quaternary Grounds : Part 2 Vertical Component  Full Text: CiNii    365-366
Attenuation of response spectra of long-period ground motions : Part I. Empirical attenuation relations baesed on many JMA 87 type strong motion records  Full Text: CiNii    367-368
Attenuation of response spectra of long-period ground motions : Part II. Comparison between response spectra of observed and synthetic ground motons in an epicentral area for the 1923 Kanto earthquake and those of the empirical attenuation relations by Part I  Full Text: CiNii    369-370
Estimate of Structural Response by Ground Motion Model Part1 : Modeling of Ground Motion  Full Text: CiNii    371-372
Estimate of Structural Response by Ground Motion Model Part2 : Response Spectra of Ground Motion Model  Full Text: CiNii    373-374
Estimate of Structural Response by Ground Motion Model Part3 : Simulation of Earthquakes in Ashigara Valley  Full Text: CiNii    375-376
Consideration of semi-empirical methods of earthquake motion synthesis : Part VII Proposal of a smoothed slip correction function  Full Text: CiNii    377-378
Estimation of Strong Motion Using Fractal Composite Faulting Model  Full Text: CiNii    379-380
Evaluation of Strong Motion Fourior Spectra Based on the ω Square Model and Source Model  Full Text: CiNii    381-382
Analysis of the Wave Propagation in a Rate Sensitive Two-Dimension Medium with Method of Characteristics  Full Text: CiNii    383-384
Evaluation of the site amplification factor based on records from small-and moderate-scale earthquakes  Full Text: CiNii    385-386
Redetermination of soil structure and prediction of sesmic ground motions at Ahigara Valley  Full Text: CiNii    387-388
Prediction of the Epicentral Ground Motion by The Path Equalization Method : Part4 Modified Method and Waveform Prediction  Full Text: CiNii    389-390
Prediction of the Epicentral Ground Motion by The Path Equalization Method : Part5 Comparison of response spectra  Full Text: CiNii    391-392
Relations between AR Model Fitted to Seismogram and Spectral Characteristics of Incident Seismic Wave to Bedrock  Full Text: CiNii    393-394
Effect of Phase Properties of Input Earthquake Motions on Inelastic Responses : Part3 Worst Input Wave with Linear Phase-frequency Relation  Full Text: CiNii    395-396
A New Algorithm in the Iteration Scheme to Generate Earthquake Motions Compatible with Multi-damping Response Spectra  Full Text: CiNii    397-398
Proposal of the simulated ground motion with long-period components reduced Kanai-Tajimi Power Spectrum  Full Text: CiNii    399-400
Earthquake Observation System at Southwest of Lake Kasumigaura  Full Text: CiNii    401-402
Investigation of Seismic Response of Structure and Earthquake Ground Motion in Kobe Port Island  Full Text: CiNii    403-404
Strong-motion characteristics at Tarzana site during the Northridge earthquake of 1994,California  Full Text: CiNii    405-406
Simulation of Strong Motion Records from the 1993 Noto-hanto-oki Earthquake by a Semi-empirical Method  Full Text: CiNii    407-408
Simulation of Rayleigh Waves during the 1993 Noto-hanto-oki Earthquake  Full Text: CiNii    409-410
Study on Rayleigh waves during the Noto-hanto-oki Earthquake on Feb. 7,1993 : Earthquake ground motion characteristics in the Tokyo Bay area (Part 7)  Full Text: CiNii    411-412
Later Phases of Seismic Waves in Sedimentary Basin : Characteristics of Body Waves and Surface Waves  Full Text: CiNii    413-414
Phase velocity inversion using genetic algorithms  Full Text: CiNii    415-416
Effect of azimuthal error of bore-hole seismometers on calculated relative displacements  Full Text: CiNii    417-418
Spatial Variation of Earthquake Ground Motion Amplitude in Kanto Plain : A Study based on Observed Earthquake Motions  Full Text: CiNii    419-420
A Study on the Variation of the Seismic Amplification of the Surface Soil  Full Text: CiNii    421-422
Coherence Function Obtained from the Earthquake Records of Three Dense Arrays  Full Text: CiNii    423-424
A Study on Arrival Time of Surface Wave using Earthquake Ground Motion in Vertical Arrays  Full Text: CiNii    425-426
Estimation of time delay due to sedimentary layer using earthquake travel times : (Part2) Generalization of the method and an application to the JMA data  Full Text: CiNii    427-428
Study on Travel Time of Peak Ground Acceleration Phases  Full Text: CiNii    429-430
Characteristics of ground motions observed at Kushiro District Meteorological Observatory  Full Text: CiNii    431-432
Spectral Characteristics of Strong-Motion Records at Kushiro Local Meteorological Observatory  Full Text: CiNii    433-434
SSI Effects contained in the Records of Kushiro Local Meteological Observatory during the Kushiro-oki Earthquake of 1993  Full Text: CiNii    435-436
Characteristics of Ground and Building Vibration at Kushiro Local Meteorological Observatory : Part 1 Characteristics of Building Vibration  Full Text: CiNii    437-438
Characteristics of Ground and Building Vibration at Kushiro Local Meteorological Observatory : Part 2 Characteristics of Vibrations about Base and Tower  Full Text: CiNii    439-440
Characteristics of Ground and Building Vibration at Kushiro Local Meteorological Observatory : Part3 Magnification Characteristics of Subsoil and Seismic Response Analysis of Building  Full Text: CiNii    441-442
A Device of the Detection Method of PS Converted Waves at the Upper Boundary of Sesmic Bedrock and its Application : Part7 Detection of the PS Converted Waves at Kushiro J. M. A. station  Full Text: CiNii    443-444
Characteristics of Microtremors in the Kushiro Plain  Full Text: CiNii    445-446
The Simultaneous Observation of Short Period Microtremors in the Wide Area of Kushiro City  Full Text: CiNii    447-448
Ground Dynamic Characteristics Estimated by Microtremor in Kushiro City Area  Full Text: CiNii    449-450
Spatial distribution of amplification characteristics estimated from dense array microtremor observation around Kushiro JMA station  Full Text: CiNii    451-452
Comparison of dynamic characteristics of soil deposits estimated frommicrotremors and sesmic motion observation around Kushiro JMA station  Full Text: CiNii    453-454
Earthquake Wave Amplification of Ground in Kushiro City by Nonlinear Response Analysis  Full Text: CiNii    455-456
Estimation of Ground Natural Period of Kushiro Technical High School by Microtremor Obserbation  Full Text: CiNii    457-458
Characteristics of ground motions based on microtremors and weak-motions  Full Text: CiNii    459-460
Effect of higher-mode Rayleigh wave on vertical-to-horizontal amplitude ratio of microtremors  Full Text: CiNii    461-462
Period Characteristics of the Surface Layer obtained from Earthquake and Microtremor Observations  Full Text: CiNii    463-464
A Study on the Microtremor Sources in Koriyama Estimation of the Intensity of Microtremor Sources  Full Text: CiNii    465-466
Amplification factors of surface layers estimated from the response spectra  Full Text: CiNii    467-468
Damping of Surface Ground  Full Text: CiNii    469-470
Wave Transfer Properties of Ground Motion Caused by Traffic : Study on the Attenuation in Distance  Full Text: CiNii    471-472
Attenuation characteristics of microtremors generated by motor cars  Full Text: CiNii    473-474
Vertical Array Observation at Totsuka Technology Research Center : Part1 : Outlines of the Array  Full Text: CiNii    475-476
Vertical Array Observation at Totsuka Technology Research Center : Part5 : Preliminary Study on Surface Ground Structure  Full Text: CiNii    477-478
Rapid Evaluation for Dynamic Characteristics of Ground Using Microtremor Measurement and Knowledge Base  Full Text: CiNii    479-480
Study on Object Oriented Soil-Structure Earthquake Response Analysis : Application to Soil System  Full Text: CiNii    481-482
Verification of non-linearity of surficial layer using vertical-array strong-motion data  Full Text: CiNii    483-484
Earthquake response analysis based on equivalent linearization of soil constants in modal region : (Part4) Analytical results of observed strong ground motions  Full Text: CiNii    485-486
Applicability of equivalent linear method and nonlinear method on the dynamic response analysis of ground  Full Text: CiNii    487-488
Study on Wave Propagation in Nonlinear Soil Medium : (Part 1) Wave Motion Analysis Method  Full Text: CiNii    489-490
Study on Wave Propagation in Nonlinear Soil Medium : (Part2) Nonlinear Behavior of One Dimensional Soil Sediment  Full Text: CiNii    491-492
Exploration technique of underground structures in urbanized area by array mearurement of microtremors : Part1. Studies on measurement conditions  Full Text: CiNii    493-494
Exploration technique of underground structures in urbanized area by array mearurement of microtremors : Part 2. Studies on detection limit and the obtained underground structure  Full Text: CiNii    495-496
Analysis on the Wave Propagation Problem in 3-D Layered Media due to Vertical Line Explosive Source : Part1 Green's Function due to Single Line Explosive Source  Full Text: CiNii    497-498
Analysis on the Wave Propagation Problem in 3-D Layered Media due to Vertical Line Explosive Source : Part2 Wave Propagation Characteristics due to Multiple Line Explosive Source  Full Text: CiNii    499-500
Microtremor Observation on Ground around the Building  Full Text: CiNii    501-502
Microtremor Observation on Ground around the Building : Part2. Consideration on Coherence  Full Text: CiNii    503-504
Dynamic Response of Topographic Irregular Ground by 3 Dimensional Analysis considering Plain Strain Condition : Part2 Case considering Horizontal and Vertical motion as Input Motion  Full Text: CiNii    505-506
A Study on the Reproducbility of Ground Motions at A Selected Place  Full Text: CiNii    507-508
Dynamic characteristics of structures constructed on irregular profiles : Part 1 Outlines  Full Text: CiNii    509-510
Dynamic characteristics of structures constructed on irregular profiles : Part 2 Impedance analyses of an embedded foundation  Full Text: CiNii    511-512
Study on interface displacement and response due to surface point load of a layered medium having an irregular interface based on AKI and LARNER method  Full Text: CiNii    513-514
Extension of Hisada's Method to Incident Love Wave Problem and Its Application to Sediment-filled Valley  Full Text: CiNii    515-516
SEISMIC WAVES IN 3-D SEDIMENTARY BASINS(2)  Full Text: CiNii    517-518
COMPARISON OF 3-DIMENSIONAL SEISMIC RESPONSE STRESS OF PILE FOUNDATIONS WITH THOSE OF 2-D  Full Text: CiNii    519-520
Sesmic response analysis of grouped pile foundation using substructure method : Part 10 The effect of combined piles  Full Text: CiNii    521-522
A Simplified Estimation for Dyanamic Impedances of Pile Groups  Full Text: CiNii    523-524
Dynamic Impedance of Pile-Group in 2-Layer Soil : (Part-1) A Simple Method using stress-Participation Ratio of Piles  Full Text: CiNii    525-526
Dynamic Impedance of Pile-Group in 2-Layer Soil : (Part-2) A Simple Method summing up Pile-stress in Each Layer  Full Text: CiNii    527-528
Dynamic Interaction of Soil and Composite Foundation  Full Text: CiNii    529-530
Iterative method for dynamic analysis of a pile group : Part-1 Analysis procedure  Full Text: CiNii    531-532
Iterative method for dynamic analysis of a pile group : Part-2 Practical method for dynamic impedance  Full Text: CiNii    533-534
Iterative method for dynamic analysis of a pile group : Part-3 Practical method for foundation input motion  Full Text: CiNii    535-536
Modeling of piles-sturucture system with comparison of two-and three-dimensional soil liquefactionanalysis  Full Text: CiNii    537-538
Study on impedances of pile-group considering nonlinearity of adjacent soil to piles : (Part-1) Study on effects of material nonlinearity of adjacent soil to piles  Full Text: CiNii    539-540
Study on impedances of pile-group considering nonlinearity of adjacent soil to piles : (Part-2) Study on effects of separations between soil and piles  Full Text: CiNii    541-542
Aseismatic characteristics of structures on loose sand layers : Part 1 : Outline of experiments for soil-structure interation problems  Full Text: CiNii    543-544
Aseismatic characteristics of structures on loose sand layers : Part2 : Experiments and evaluation for soil-structure interation problems  Full Text: CiNii    545-546
Soil-Structure Interaction Test with Silicone Soil Model : Part6 Pile Group Effect on Static Stiffness  Full Text: CiNii    547-548
Soil-Structure Interaction Test with Silicone Soil Model : Part7 Pile Group Effect on Dynamic Stiffness  Full Text: CiNii    549-550
Soil-Structure Interaction Test with Silicone Soil Model : Part8 Pile Group Effect on Lateral Force Distribution  Full Text: CiNii    551-552
Earthquake Measurements of Soil-Pile-Structure System in Soft Soil with Complex Strata : Part 8 Vibration Characteristics of Rocking and Vertical Motions  Full Text: CiNii    553-554
Earthquake Measurements of Soil-Pile-Structure System in Soft Soil with Complex Strata : Part 9 Bending and Axial Stress of Piles during Earthzuakes  Full Text: CiNii    555-556
Experimental Study on Dynamic Property of Combination Pile-Foundations Supporting High-rize Buildings(Part1)  Full Text: CiNii    557-558
Dynamic behabior of a high-rise building on pile-group foundation : Part1 Earthquake observation and its analysis  Full Text: CiNii    559-560
Dynamic behabior of a high-rise building on pile-group foundation : Part2 Soil-structure interaction and structure response  Full Text: CiNii    561-562
Earthquake Response of a High-rise Building Supportted on Pile Foundation  Full Text: CiNii    563-564
Ground Compliance of Rectangular Foundation due to Vertical Excitation on Alluvial Medium Considering Dynamical Coupling Effect of Pore Water  Full Text: CiNii    565-566
Dynamic interaction between fluid-saturated poroelastic halfspace and foundation  Full Text: CiNii    567-568
Variation of Pore Water Pressure in the Surrounding Soil of High-Rise Building with Deep Underground  Full Text: CiNii    569-570
Vibrations of a Circular Foundation in a Transversely Isotropic Medium : Part2 Investigations of the analytical method for an isotropic medium  Full Text: CiNii    571-572
Vibrations of a Circular Foundation in a Transversely Isotropic Medium : Part3 Case of a vertical vibration in an isotropic medium  Full Text: CiNii    573-574
Dynamic responses of soil-structure interaction systems under vertical components of earthquakes  Full Text: CiNii    575-576
Semi-analytical Fourier Inverse Transform in Dynamic Sub-Structure Method (Part1)  Full Text: CiNii    577-578
Semi-analytical Fourier Inverse Transform in Dynamic Sub-Structure Method (Part2)  Full Text: CiNii    579-580
STUDY ON INTERACTION BETWEEN STRUCTURE AND NONLINEAR GROUND WITH FREQUNCY-DEPENDED SHEAR MODULUAS AND DAMPING  Full Text: CiNii    581-582
A Study on the Effect of Soil-Structure Interaction on the Eigenproperty of Structure  Full Text: CiNii    583-584
Torsional Vibration of Building Structure due to Inclined Bed Rock  Full Text: CiNii    585-586
Examination of analysis method for dynamic soil-structure interaction of a tall building constructed on soft soil : Part1 Comparison between 2-dimensional and axi-symmetric finiteelment method  Full Text: CiNii    587-588
Examination of analysis method for dynamic soil-structure interaction of a tall building constructed on soft soil : Part2 Examination using lumped mass model  Full Text: CiNii    589-590
Soil-Structure Interaction Analysis considering the Variation of Foundation Stiiffness and Soil Stiffness  Full Text: CiNii    591-592
Multiple Cylindrical Wall Model and its Use in Soil-Structure Interaction Problems  Full Text: CiNii    593-594
Response of a Cylindrical Shell Structure Embedded in a Ground Subjicted to Harmonic Horizontal Excitation  Full Text: CiNii    595-596
A Study of Evaluation of Soil Stiffness Characteristics (Part-I)  Full Text: CiNii    597-598
A Seismic Analysis of an Embedded Cylindrical Structure in Consideration of 3-Dimensional Wave Propagation Effects : Part 1 Stiffnesses of a Soil Stratum Overlying Bedrock  Full Text: CiNii    599-600
A Seismic Analysis of an Embedded Cylindrical Structure in Consideration of 3-Dimensional Wave Propagation Effects : Part 2 Sesmic Response of a Cylindrical Rigid Body Using the Proposed Stiffnesses  Full Text: CiNii    601-602
A Rational Evaluation Method of Embedded Structures in Surface Layers : Part1. Formulation of Impedance Functions for Side Walls of Embedded Foundations  Full Text: CiNii    603-604
A Rational Evaluation Method of Embedded Structures in Surface Layers : Part2. Comparisons of Results by the Proposed Embedded S-R Model with Those by the Conventional Model  Full Text: CiNii    605-606
Evaluation of Impedance Functions by BEM Considering the Effect of Backfilled Soil  Full Text: CiNii    607-608
Relationship between Bottom and Side Soil Impedance Functions for Embedded Foundation  Full Text: CiNii    609-610
Foundation Input Motion of Irregulary Embedded Foundation  Full Text: CiNii    611-612
ENERGY DISSIPATION THROUGH THE LATERAL SIDE OF BASE  Full Text: CiNii    613-614
An Experimental and Analytical Study on Structures Considering Uplift Deflection of Foundation during Earthquake : Part 2 The Relation between Overturning Moment and Rotation Angle of Foundation  Full Text: CiNii    615-616
Three-dimensional finite element analyses of impulsive vibrations of a machine-doundation bank-like ground system  Full Text: CiNii    617-618
Identification of soil properties based on experimental results of soil-structure interaction (Part2)  Full Text: CiNii    619-620
Identification of soil properties based on experimental results of soil-structure interaction (Part3)  Full Text: CiNii    621-622
Response Analysis of The Hualien Large Scale SSI Model to Forced Vibrations, performed by The Ring Exciting Thin Layered Method  Full Text: CiNii    623-624
2313 Analysis for the Forced Vibration Test of the Hualien Soil-Structure Interaction Model with a Substructuring Method  Full Text: CiNii    625-626
Evaluation Method of Foundation Input Motions Using Earth Pressure during Earthquakes  Full Text: CiNii    627-628
A study on dependency of dymainc property of SRC structure in accordance with story  Full Text: CiNii    629-630
A Study on Reduction of Traffic Vibration by Trench or Ground Wall  Full Text: CiNii    631-632
A Study on Source Characteristics of Traffic Vibration Probrem  Full Text: CiNii    633-634
A Method to Predict Seismic Response of Hysteretic Building Considering Transient Energy Input Rate of Ground Motion  Full Text: CiNii    635-636
Correlation between Inelastic Response of a Building Structural System and Energy Dissipated by the System during Seismic Excitation  Full Text: CiNii    637-638
Sesmic Response Characteristics of Building with Hysteretic Damper  Full Text: CiNii    639-640
EFFECTIVE PERIODS OF SLIP SYSTEMS  Full Text: CiNii    641-642
Reduction of building damage by utilizing penthouse as an inelastic energy absorbing element  Full Text: CiNii    643-644
Study on Dynamic Response Analysis of Structures with Maxwell Model : (Part-1) Formulation and Numerical Example  Full Text: CiNii    645-646
Study on Dynamic Response Analysis of Structures with Maxwell Model : (Part2) Analysis of Numerical Stability and Accuracy  Full Text: CiNii    647-648
Seismic Responses of Shear-Type Multi-Story Model equipped with the Friction Damper : Part 1 Analytical Method and Results of Single Mass System  Full Text: CiNii    649-650
Seismic Responses of Shear-Type Multi-Story Model equipped with the Friction Damper : Part 2 Analytical Results of Multi Mass System  Full Text: CiNii    651-652
A study on energy absorption and shift of load resistant system : (Part4) An examination of the design formulae that express the influence of higher moder responses  Full Text: CiNii    653-654
A study on energy absorption and shift of load resistant system : (Part5) a determination of characteristics of beam-column models  Full Text: CiNii    655-656
Vertical Response Property of High-rise Buildings Based on Observed Earthquake Response Records : Part 1 A Study on response Property of Acceleration  Full Text: CiNii    657-658
Vertical Response Property of High-rise Buildings Based on Observed Earthquake Response Records : Part2 A Study on Varying Axial Force  Full Text: CiNii    659-660
Dynamic Behabior of ha High-Rise Building near Tokyo Bay during Earthquake : Part6 : Characteristics of Vertical Motion and Dynamic Axial Force  Full Text: CiNii    661-662
Wind Observation on a Tall Building : Part-3 Evaluation of damping ratios of wind response on a tall building  Full Text: CiNii    663-664
Dynamic Characteristics of High-Rise Steel Buildings based on Data of Earthquake Observations  Full Text: CiNii    665-666
Dynamic Characteristics of a High-rise Building in Los Angeles : Part-1 : Analysis of Recorded Motions during the 1994 Northridge Earthquake  Full Text: CiNii    667-668
Dynamic Characteristics of a High-rise Building in Los Angeles : (Part-2) : Simulation Response Analysis  Full Text: CiNii    669-670
2336 EVIDENCE ON THE RESPONSE OF 'TIRANA' HOTEL BUILDING DURING THE EARTHQUAKE OF JANUARY 9,1988  Full Text: CiNii    671-672
System Identification of Steel Frame Buildings through Observed Earthquake Records : PartI A Building with Spread Foundation  Full Text: CiNii    673-674
System Identification of Steel Frame Buildings through Observed Earthquake Records : PartII A Pile-Supported Building on Soft Ground  Full Text: CiNii    675-676
The Effect of Vertical Excitation on Response Characteristics of Structures : Part1 Characteristics of Vertical Ground Motion  Full Text: CiNii    677-678
The Effect of Vertical Excitation on Response Characteristics of Structures : Part2 Dynamic Inelastic Analysis under Bi-Directional Excitation  Full Text: CiNii    679-680
Elastic-Plastic Earthquake Response Analysis of a Highrise Frame in Consideration of Varying Axial Force on Columns  Full Text: CiNii    681-682
Response of Multi-Story Frames Subjected to Combined Horizontal and Vertical Ground Motions : Part5. Axial Force Coefficient and Cumulative Plastic Ductility Ratio of Beam  Full Text: CiNii    683-684
Amplification Factor for P-Δ Effects in Multi Degree-of-Freedom Systems  Full Text: CiNii    685-686
Nonlinear Earthquake Response Analysis of Highrise Reinforced Concrete Building using Equivalent Model  Full Text: CiNii    687-688
A Study of Earthquake Response Analysis of Multi-story Frame Using Assembled Model : Part 2 An Analytical Approach in Consideration of Axial Deformation on Columns Using Bending Deformation Stick Element  Full Text: CiNii    689-690
Development of Nonlinear Dynamic Analysis Program for 3-dimensional Frame Structures  Full Text: CiNii    691-692
An Approximate Analysis for Three-dimensional Vibration of Building : Member Forces of Plane Frame in Earthquake Motion  Full Text: CiNii    693-694
Study on The Torsional Response Behabiors of Buildings Subjected to Bi-Directional Ground Motions  Full Text: CiNii    695-696
2349 INELASTIC RESPONSE OF ASYMMETRIC ONE-STORY STRUCTURES SUBJECTED TO ONE AND TWO-DIRECTION GROUND MOTION INPUT  Full Text: CiNii    697-698
A Study on the Torsional Vibration by the Eccentricity of the Yield Strength : Part 2 : The Effect due to the Difference of the Static Eccentricity Ratio  Full Text: CiNii    699-700
Damage Prediction of Shear Type Low and Medium-Rise Structures with Eccentricity Subjected Strong Earthquake Ground Motions  Full Text: CiNii    701-702
Study on damage prediction of eccentric structures subjected to strong ground motions : part3 : L-shaped plan of one-story structures with two-axes plan aysmmetry  Full Text: CiNii    703-704
Damage Prediction of Eccentric Buildings under Strong Earthquakes  Full Text: CiNii    705-706
Earthquake Response Analysis of an Elasto-Plastic Multi-Story Structure System in Tortional Vibration  Full Text: CiNii    707-708
DYNAMIC CHARACTERISTICS OF STEEL STRUCTURE BUILDING OF 31 STORIES BASED ON EARTHQUAKE OBSERVATIN : PART5 The ratio of the torsional vibration to the horizontal vibration  Full Text: CiNii    709-710
Dynamic characteristics of steel structure building of 31 stories based on earthquake observation : (part 6) Relation between epicenter direction and torsional vibration based on calculated and observed results  Full Text: CiNii    711-712
Analysis of Torsional Response in Long-in-Plan Buildings : III : Indices for Torsional Coupling  Full Text: CiNii    713-714
Analysis of Torsional Response in Long-in-Plan Buildings : IV : Dyanamic Characteristics due to Eccentricity in the Longitudinal Direction  Full Text: CiNii    715-716
Stiffness Design of a Planar Shear Building with Non-Proportional Damping via Inverse Perturbation  Full Text: CiNii    717-718
Earthquake-response Constrained Stiffness Design of a Shear Beam Supported by an Inhomogeneous Ground via Hybrid Inverse Formulation  Full Text: CiNii    719-720
Stiffness Design of Irregularly Eccentric 3D-Shear Building Models for Specified Seismic Interstory Drifts  Full Text: CiNii    721-722
Earthquake-resistance of structrures composed of independently designed flat frames  Full Text: CiNii    723-724
Distribution of the Restoring Force Characteristics Along the Height of Tall Buildings  Full Text: CiNii    725-726
Effect of stiffnesses and yield strengths distribution over the building height on the portional failure  Full Text: CiNii    727-728
The damage distribution law for flexible-stiff mixed frames  Full Text: CiNii    729-730
Study on Seismic Design of Low and Medium-Rise R/C Structures with Soft First Story  Full Text: CiNii    731-732
Variation of Earthquake Response due to Uncertainties of Structural Characteristics : Part 1 Relationship between Response Spectrum and Variation of Natural Period  Full Text: CiNii    733-734
Earthquake response and resistance of reinforced concrete structures considering cumulative damage during strong earthquakes  Full Text: CiNii    735-736
Study on the transient response of the MDOF structure under stationary random excitation  Full Text: CiNii    737-738
Effect of earthquake and structural parameters on seismic structural reliability  Full Text: CiNii    739-740
A Study on Modal Recuction in MDOF Inelastic Earthquake Response Analysis  Full Text: CiNii    741-742
Degree of Cross Correlation Observed between Time Histories of Modal Osxillators  Full Text: CiNii    743-744
Modal components of elastic-plastic seismic responses of framed structures  Full Text: CiNii    745-746
A CQC Formulation of the Modal Coupling in Complex-Valued Response Tensors Produced under 2-D Excitations  Full Text: CiNii    747-748
An Integral Table for the Complex-Valued Response of Rational Systems  Full Text: CiNii    749-750
Dynamic Analysis of Unstable Structural Systems by Using Incremental Equilibrium Equations  Full Text: CiNii    751-752
On the examples of the error of computation used with Newmark's β method : The responses of structures to a earthquake  Full Text: CiNii    753-754
Elastic-plastic earthquake responses and ductility requirement of equipment supporting structure  Full Text: CiNii    755-756
Static and Dynamic Hysteresis Characteristics of the Aluminium Spraying Friction Damper : Part. 1 Static Hysteresis Characteristics  Full Text: CiNii    757-758
Static and Dynamic Hysteresis Characteristics of the Aluminium Spraying Friction Damper : Part. 2 Dynamic Hysteresis Characteristics  Full Text: CiNii    759-760
Properties of friction damper with teflon frictional part  Full Text: CiNii    761-762
Experimental Study on the Stacked Type Rubber Bearings : Part 5 Static Compression Tests  Full Text: CiNii    763-764
Experimental Study on the Stacked Type Rubber Bearings : Part6 Dynamic Shearing Tests  Full Text: CiNii    765-766
Experimental Study on Base Isolation System of Structure to Isolate Earthquake and Vibration : Vibration Simulator Tests and Analyses  Full Text: CiNii    767-768
Study on the Dynamic Characteristics of the Air Spring with Air Tank  Full Text: CiNii    769-770
Study on Mechanical Properties of Laminated Elastomer with Small Shape Factor : Numerical Analysis by FEM  Full Text: CiNii    771-772
Design of the Interlayer Steel Plate in Rubber Bearing : Part 3. Elasto-plastic Model  Full Text: CiNii    773-774
Design of the Interlayer Steel Plate in Rubber Bearing : Part 4. Analytical Model with Center Hole  Full Text: CiNii    775-776
Sensitivity analysis between structural response and hysteresis characteristics of base isolator using high damping rubber material : Double Target, model and its sensitivity  Full Text: CiNii    777-778
Study on Building Response Forecast Based on the Form of Isolation Devices : Lead Rubber Bearing and Hight Rubber Damping Bearing  Full Text: CiNii    779-780
Formulation of vertical stiffness of laminated rubber bearings subjicted to lateral deflection  Full Text: CiNii    781-782
Hysteretic Damping and Viscous Damping of Base Isolation System Subjected to the Stationary Non-Whinte Random Excitation  Full Text: CiNii    783-784
H^∞ Control of Active Vibration Isolation for Multi-Degree-of-Freedom Systems  Full Text: CiNii    785-786
Study on Intelligent Passive Vibration Control System : Part 1. Concept and Fundamental Theory of Mechanics  Full Text: CiNii    787-788
Study on Intelligent Passive Vibration Control System : Part2. Vibration  Full Text: CiNii    789-790
Effect of Soil-Structure Interaction in Evaluation on Seismic Margin of Base Isolated Structures  Full Text: CiNii    791-792
Earthquake response analysis of base isolated building with modified double target model  Full Text: CiNii    793-794
The Investigation for Earthquake response of Base-isolated Structures : On the hardening effect of Isolator  Full Text: CiNii    795-796
Study on base isolated structure : Part 4 Comparison study on the dynamic of base-isolation building and twin building without base isolation  Full Text: CiNii    797-798
Study on base isolated structure : Part 5 Effect on the dynamic properties of base-isolated building due to the difference of base-isolation modeling  Full Text: CiNii    799-800
Dynamic characteristics of base isolated building with twin tower upper structure  Full Text: CiNii    801-802
Response of a Base Isolated Reinforced Concrete Building : Part 1 Outline of building and structural design  Full Text: CiNii    803-804
Response of a Base Isolated Reinforced Concrete Building : Part 2 Earthquake Response Analysis  Full Text: CiNii    805-806
Response of a Base Isolated Reinforced Concrete Building : Part 3 Mechanical properties of a multi-rubber bearing with high damping  Full Text: CiNii    807-808
Response of a Base Isolated Reinforced Concrete Building : Part 4 Dynamic Characteristics of Base Isolated Building obtained from Man-excited Vibration Tests  Full Text: CiNii    809-810
Response of a Base Isolated Reinforced Concrete Building : Part 5 Dynamic Effect of Adjacent Building on Base Isolated Building  Full Text: CiNii    811-812
Vibration Isolation System using Spring units and Viscoelastic Dampers : Part 1 Outline of the System  Full Text: CiNii    813-814
Vibration Isolation System using Spring units and Viscoelastic Dampers : Part 2 Results of element tests  Full Text: CiNii    815-816
Vibration Isolation System using Spring units and Viscoelastic Dampers : Part 3 Results of Response Analysis  Full Text: CiNii    817-818
Vibration Isolation System using Spring units and Viscoelastic Dampers : Part 4 Results of Shaking Table Tests  Full Text: CiNii    819-820
Vibration tests and earthquake observation of the sesmic isolated building : Part4. Results of earthquake observation and simulation analysis- 2nd Report  Full Text: CiNii    821-822
Earthquake Observation and Time-dependent Aging Characteristics of Base-Isolated Building : Part 1 : Outline  Full Text: CiNii    823-824
Earthquake Observation and Time-dependent Aging Characteristics of Base-Isolated Building : Part 2 Forced Vibration Tests and Static Loading Tests  Full Text: CiNii    825-826
Earthquake Observation and Time-dependent Aging Characteristics of Base-Isolated Building : Part 3 Maintenance of Base-isolation System and Static Test of Laminated Rubber Bearings Vertically Loaded for 3 Years  Full Text: CiNii    827-828
Earthquake Observation and Time-dependent Aging Characteristics of Base-Isolated Building : Part4 Earthquake Observation and Simulation Analysis of Base-isolated Building  Full Text: CiNii    829-830
Earthquake Observation and Time-dependent Aging Characteristics of Base-Isolated Building : Part5 Earthquake Observation and Simulation Analysis of reduced-scale Base-isolated Model  Full Text: CiNii    831-832
Experimental study of unit type 3 dimensinal earthquake isolation floor system  Full Text: CiNii    833-834
Development of Three Dimensional Isolation Floor System  Full Text: CiNii    835-836
Study of Isolation System for Equipment of Nuclear Fuel Facility : Part 10 Analytical Result of Vibration Test of A Three Dimensional Isolatio system  Full Text: CiNii    837-838
Study of Isolation System for Equipment of Nuclear Fuel Facility : Part 11 Conclusion  Full Text: CiNii    839-840
A Fuzzy Opitmal Design Method of Active Control System : 2DOF-Structure : Equivalent Variable Viscous Damping Method  Full Text: CiNii    841-842
Elasto-Plastic Response Control of Buildings Using Fuzzy Set Theory : Part5 : Applicability of Fuzzy Control to Existing Structure with Control System  Full Text: CiNii    843-844
Seismic Response Control System by Fuzzy Optimal Logic : Part 9 : Shaking Table Test and Simulation of Control System with Reaction Frame  Full Text: CiNii    845-846
Robust Vibration Control Taking into account of Coupling between Transverse and Torsional Vibrations  Full Text: CiNii    847-848
Active Vibration Control Based on H_∞ Control Theory for Multi-Degree-of-Freedom Structure  Full Text: CiNii    849-850
Experimental confirmation of H_∞ structural response control  Full Text: CiNii    851-852
Multi-Objective Optimum Design of Passive Control Buildings Based on a Genetic Algorithm  Full Text: CiNii    853-854
Control Algorithm of Active Mass Damper with Ability of reducing Control Force and Mass Stroke : Part 1 Formulation of Algorithm  Full Text: CiNii    855-856
Control Algorithm of Active Mass Damper with Ability of reducing Control Force and Mass Stroke : Part 2 Numerical Example  Full Text: CiNii    857-858
Response control of a building with active mass damper : (Part 1) On design of multi-mode controller  Full Text: CiNii    859-860
Response control of a building with active mass damper : (Part 2) Performance of multi-mode controller  Full Text: CiNii    861-862
Location for Controller on Active Vibration Control of Structure with Uniaxial Eccentricity  Full Text: CiNii    863-864
A Study of Active Control with Instantaneous quasi-Optimal Control Algorithm for Structural Vibrations  Full Text: CiNii    865-866
Optimum active control force for elasto-plastic structural systems under strong earthquake excitations  Full Text: CiNii    867-868
A Study on Seismic Response Control of Building Structural System by an Active Mass Damper with Feedback Control : Part1 : Paramenters in the Performance Index and Correlation between Control Performance and Control Signal Delay  Full Text: CiNii    869-870
A Study on Seismic Response Control of Building Structural System by an Active Mass Damper with Feedback Control : Part2 : Control Performance in Correlation with Saturation of Control Forces  Full Text: CiNii    871-872
On phase control method of vibration reduction system with TMD : Part1 : Concept and outline of stroke confining mechanisms  Full Text: CiNii    873-874
On phase control method of vibration reduction system with TMD : Part2 : Fundamental characteristics of proposed mechanisms  Full Text: CiNii    875-876
On phase control method of vibration reduction system with TMD : Part3 : Response characteristics for harmonic ground motions  Full Text: CiNii    877-878
On phase control method of vibration reduction system with TMD : Part4 : Response characteristics for earthquake excitations  Full Text: CiNii    879-880
Frequency-Response Functions and Active Control of Seismic Responses on High Rise Uniform Frames : Part1 ; Derivation of Frequency-Response Functions  Full Text: CiNii    881-882
Frequency-Response Functions and Active Control of Seismic Responses on High Rise Uniform Frames : Part2 ; Response Functions and Seismic Responses  Full Text: CiNii    883-884
The optimization of an active tuned mass damper  Full Text: CiNii    885-886
Earthquakes and Strong Winds Observation Records and Control Effects of Active Mass Driver System  Full Text: CiNii    887-888
Control Effects of the Active Mass Damper System installed on the Actual Building based on Wind Observations  Full Text: CiNii    889-890
Wind Response Measurements for Hybrid Mass Damper with Convertible Active and Passive Modes  Full Text: CiNii    891-892
Active Mass Damper Using the Weight of Rooftop Heliport  Full Text: CiNii    893-894
A Development of Active Response Control System : (Part 3) Shaking Table Test Results on Variable Gain Control Method  Full Text: CiNii    895-896
A Development of Active Response Control System : (Part 4) Froced Vibration Test and Wind Response Obserbation on Verification Tower  Full Text: CiNii    897-898
Active Vibration Control System for High-rise Buildings : (Part15) Vibration Control System used for Actual Building  Full Text: CiNii    899-900
Active Vibration Control System for High-rise Buildings : (Part16) Control Method for Actual Building  Full Text: CiNii    901-902
Active Vibration Control System for High-rise Buildings : Part17 Test of Vibration Control System used for Actual Building  Full Text: CiNii    903-904
Research on Electromagnetically-levitated Vibration Isolation System : (Part-4) Long Term Observation of Two-dimensional Vibration Isolation System  Full Text: CiNii    905-906
Research on Electromagnetically-levitated Vibration Isolation System : (Part-5) Outline of Three-dimensional Vibration Isolation System and Control Method  Full Text: CiNii    907-908
Study on Vibration control method using gyroscopic moment : Part9. Application to a tower-crane  Full Text: CiNii    909-910
Study on Semi-active Base Isolation System Using friction Controllable Sliding Bearing : Part7 : Control Algorithm for Actual Building  Full Text: CiNii    911-912
Active vibration control of smart structure using a solid actuator : (Part1) A bending vibration control of a cantilever steel column  Full Text: CiNii    913-914
Across-wind Vibration Control of Prisms with Rotors in Wakes  Full Text: CiNii    915-916
An Experimental Study of Structural Control Using Active Fin System for Wind-induced Building Vibrations : Part 1. Wind Tunnel Tests  Full Text: CiNii    917-918
An Experimental Study of Structural Control Using Active Fin System for Wind-induced Building Vibrations : Part2. Control System of Active Fin  Full Text: CiNii    919-920
An Experimental Study of Structural Control Using Active Fin System for Wind-induced Building Vibrations : Part3. Control Algorithm for Active Fin System  Full Text: CiNii    921-922
An Experimental Study of Structural Control Using Active Fin System for Wind-induced Building Vibrations : Part4. Active Control Tests for Experimental Structure  Full Text: CiNii    923-924
Numerical Study on Control Efficiency of Various Hybrid Mass Damper System  Full Text: CiNii    925-926
Study on hybrid type tuned liquid damper  Full Text: CiNii    927-928
Study on Active Vibration Control System using Rolling Pendulum : Part 6 : Confirmation Experiment of the Vibration Effect of the Four-Story Model  Full Text: CiNii    929-930
Preliminary Simulations for Dynamic Experiment of Three Degree of Freedom Structure with Hybrid Type Device for Absorbing Vibration  Full Text: CiNii    931-932
On Tuned Mass Damper and Hybrid Mass Damper : (Part 1) Characteristic Roots and Hybrid Effects  Full Text: CiNii    933-934
On Tuned Mass Damper and Hybrid Mass Damper : (Part 2) Numerical Examination of Hybrid Effects  Full Text: CiNii    935-936
Development and research of vibration control system with hybrid mass damper : Part 8. Two dimensional large HMD model using AC-servo motor and its dynamic property  Full Text: CiNii    937-938
Development and research of vibration control system with hybrid mass damper : Part9. Vibration test of two dimensional large HMD model using AC-servo motor  Full Text: CiNii    939-940
Development and research of vibration control system with hybrid mass damper : Part 10. Simuration analysis of vibration control efficiency on two dimensional large HMD model using AC-servo motor  Full Text: CiNii    941-942
An Experimental Study of Structural Control Using Experimental Structure : Part1 Description of Experimental Structure  Full Text: CiNii    943-944
An Experimental Study of Structural Control Using Experimental Structure : Part2 Result of HMD Experiment  Full Text: CiNii    945-946
Study of Series Type Hybrid Mass Damper : (Part 1) Outline of S-HMD  Full Text: CiNii    947-948
Study of Series Type Hybrid Mass Damper : (Part2) Real Time Online Response Experiment  Full Text: CiNii    949-950
Application of Hybrid Mass Damper to High-Rise Building : (Part 1) Outline of a Building and a Hybrid Mass Damper  Full Text: CiNii    951-952
Application of Hybrid Mass Damper to High-Rise Building : (Part 2) Study the effect of vibration control under strong wind  Full Text: CiNii    953-954
An Performance of Tuned Active Dampers Installed in The Yokohama Landmark Tower : Part1 Vibration Charactristics of the Building and Free Vibration Test  Full Text: CiNii    955-956
An Performance of Tuned Active Dampers Installed in The Yokohama Landmark Tower : Part2 Forced Vibration Test and Observation during Strong Winds  Full Text: CiNii    957-958
Study on Hybrid Mass Damper for ORC200 Symbol Tower : [Part 5] Wind Response Observation  Full Text: CiNii    959-960
Study on Hybrid Mass Damper for ORC200 Symbol Tower : [Part6] Earthquake Response Observation  Full Text: CiNii    961-962
Application of Active-Passive Composite Tuned Mass Damper to High-Rise Building : (part1) System Development for High-Rise Building  Full Text: CiNii    963-964
Application of Active-Passive Composite Tuned Mass Damper to High-Rise Building : (part2) Prediction Analysis of Control Effect  Full Text: CiNii    965-966
Application of Active-Passive Composite Tuned Mass Damper to High-Rise Building : (part3) Verification Test of System Performance  Full Text: CiNii    967-968
Development and Application of V-shaped Hybrid Mass Damper for High Rise Buildings : Part4 : A Verification Test on the High-Rise Building  Full Text: CiNii    969-970
Study on Active-Passive Compsite Tuned Mass Damper : (Part8) Forced vibration test  Full Text: CiNii    971-972
Study on Active-Passive Compsite Tuned Mass Damper : (Part 9) Observation result and control effect  Full Text: CiNii    973-974
Hybrid Mass Damper for The Long Term Credit Bank of Japan Building : Part 1 Dynamic Properties of Building by the Building Shaking Tests  Full Text: CiNii    975-976
Hybrid Mass Damper for The Long Term Credit Bank of Japan Building : Part 2 Identification by Ground Test  Full Text: CiNii    977-978
Hybrid Mass Damper for The Long Term Credit Bank of Japan Building : Part3 Vibration Control Performance of Hybrid Mass Damper  Full Text: CiNii    979-980
Hybrid Mass Damper for The Long Term Credit Bank of Japan Building : Part 4 Simulations for Vibration Control Performances  Full Text: CiNii    981-982
Practical Application on Hybrid Mass Damper System to a slender Building - Hirobe miyake Building - : Part 1 Outline of Building and Vibratio Control System  Full Text: CiNii    983-984
Practical Application on Hybrid Mass Damper System to a slender Building - Hirobe miyake Building - : Part 2 Wind Tunnel Test and Wind Response Analysis  Full Text: CiNii    985-986
Practical Application on Hybrid Mass Damper System to a slender Building - Hirobe miyake Building - : Part3 Predictive Analysis of Wind and Earthquake Response  Full Text: CiNii    987-988
Practical Application on Hybrid Mass Damper System to a slender Building - Hirobe miyake Building - : Part 4 Excitation Test and Vibration Control Test on the Building  Full Text: CiNii    989-990
Trial Study of Vibration Control of Frames by Energy Absorption in Beams  Full Text: CiNii    991-992
A study on the vibration-controled properties of ZHEN WU GE in Rong county, Guangxi, China : (part1) structural principle and model experiment  Full Text: CiNii    993-994
Study on Vibration Control System of the Long-Span suspended Structure above the Railway Station  Full Text: CiNii    995-996
Earthquake Response of Frame-Pendulm System (No. 3)  Full Text: CiNii    997-998
On Study of Active Control System for Coupled Building Structures : Part5 Effect of Two Direction Control  Full Text: CiNii    999-1000
A Study on Optimal Damping System for Connected Double Frame Structures : Part4 : Semi-optimal Solution and Its Modifying Method  Full Text: CiNii    1001-1002
A Study on Optimal Damping System for Connected Double Frame Structures : Part5 : In Application to Super-high-rise Building Supported with Laminated Rubber  Full Text: CiNii    1003-1004
Characteristics of Vibration Control System Utilizing Mega-Sub Configuration  Full Text: CiNii    1005-1006
Optimizing Strategy for Vibration Control System Utilizing Mega-Sub Configuration  Full Text: CiNii    1007-1008
Optimum Viscous Damping Distoribution of Structural Systems Based on Stationary Non-white Random Process  Full Text: CiNii    1009-1010
Method of Effective Damping Arrangement by Complex Modal Analysis using Response Spectrum  Full Text: CiNii    1011-1012
Dynamic Reliability Analysis of Active Vibration Control System Considering System Failure Probability : Part 3. Extension to Nonlinear Structures  Full Text: CiNii    1013-1014
Modal papameter identification utilizing Active Mass Damper System  Full Text: CiNii    1015-1016
On a Design Method Based on Energy Concept for Seismic Response-Control structures : Part I. Dynamic Properties of MDOF structures from viewpoint of Energy Concept  Full Text: CiNii    1017-1018
On a Design Method Based on Energy Concept for Seismic Response-Control structures : Part II. Empirical Equations for Equivalent Energy Spectrum  Full Text: CiNii    1019-1020
On a Design Method Based on Energy Concept for Seismic Response-Control structures : Part III. A Method to Estimate Seismic Responses by Empirical Equations for Equivalent Energy Spectrum  Full Text: CiNii    1021-1022
On a Design Method Based on Energy Concept for Seismic Response-Control structures : Part IV. On Estimation of Total Input Energy of Response-Control Structures utilizing Phase Lags among  Full Text: CiNii    1023-1024
On a Design Method Based on Energy Concept for Seismic Response-Control structures : Part V. On the Relationship between Total Input Energy of TMD-Response-Structures and Effective Modal Masses  Full Text: CiNii    1025-1026
On a Design Method Based on Energy Concept for Seismic Response-Control structures : Part VI. Response properties of structures with large viscous damping  Full Text: CiNii    1027-1028
"Ductility Factor Control Method" Based on Energy Concept : Part I. Fundamental Concept  Full Text: CiNii    1029-1030
"Ductility Factor Control Method" Based on Energy Concept : Part II. Required Yield Strengthes Based on the correlations between Time Hystories of Modal Input Powers  Full Text: CiNii    1031-1032
Estimation of the elasto-plastic earthquake response of frames with hysteresis damping members : Part1. Dynamic behabior of one lumped mass shear model  Full Text: CiNii    1033-1034
Estimation of the elasto-plastic earthquake response of frames with hysteresis damping members : Part2. Response estimation of one lumped mass shear model  Full Text: CiNii    1035-1036
The Experimental Study on Friction Damper with H. T. B. : (Part4) A shaking table test of a 3-story frame model  Full Text: CiNii    1037-1038
On Hysteretic Damping of H-shaped Steel Member Covered with very low Yield Point Plates  Full Text: CiNii    1039-1040
Development of hysteretic Damper with low yield stress steel : (Part 1) Static test results  Full Text: CiNii    1041-1042
Study of the Passive Control Building with Low Yield Point Steel Damper : Part3. The Cyclic Loading Test of Shear Type Dampers  Full Text: CiNii    1043-1044
Study of the Passive Control Building with Low Yield Point Steel Damper : Part 4. Hysteretic Model for Shear-yielding Type Damper, and Seismic Response Analysis  Full Text: CiNii    1045-1046
Application of Hysteretic Damper to Tall Building : (Part1) Seismic Design Procedure  Full Text: CiNii    1047-1048
Application of Hysteretic Damper to Tall Building : (Part2) Computer-actuator On-line Test System  Full Text: CiNii    1049-1050
Application of Hysteretic Damper to Tall Building : (Part3)Seismic Responses of 21 Stories Buildings  Full Text: CiNii    1051-1052
Developmant of a Wall with T-damper element : (Part.1) Test and Analysis of T-damper  Full Text: CiNii    1053-1054
Developmant of a Wall with T-damper element : (Part 2) Dynamic analysis and application to a building  Full Text: CiNii    1055-1056
Study on vibration controll of structure by lead extrution damper : Part2 Characterization of rotary type lead extrusion damper  Full Text: CiNii    1057-1058
Study on vibration controll of structure by lead extrution damper : Part3 Vibration table test of frame with rotary type lead extrusion damper  Full Text: CiNii    1059-1060
The Development of damping system with oil damper for seismic response control of the frame of incineration plant  Full Text: CiNii    1061-1062
A Study on Structural Vibration Control Using Viscoelastic Material : Part 8 A stress-strain relationship of viscoelastic material observed in an earthquake  Full Text: CiNii    1063-1064
Shake Table Test of Scaled Steel Frame with Visco-Elastic Damper  Full Text: CiNii    1065-1066
A Study on a response control system using a Viscous Damping Wall : Part5 : Vibrational characteristics of the single mass system with a VDW  Full Text: CiNii    1067-1068
A Study on a response control system using a Viscous Damping Wall : Part6 : Evaluating damping performance and design of the Viscous Damping Wall  Full Text: CiNii    1069-1070
A Study on a response control system using a Viscous Damping Wall : Part7 : Differences of damping coefficients of the Viscous Damper between free vibrations and forced vibrations  Full Text: CiNii    1071-1072
Large Damping Structure Using Viscous Damping Walls : Part 5 : Free Vibration Test by Tower crane and Impact machine  Full Text: CiNii    1073-1074
Large Damping Structure Using Viscous Damping Walls : Part 6 : Microtremor Measurement and Forced Vibration Test by Exciter  Full Text: CiNii    1075-1076
Large Damping Structure Using Viscous Damping Walls : Part 7 : Comparative Examination of Vibration Experimental Results and Design Vibration Characteristics  Full Text: CiNii    1077-1078
Study of a Vibration Damper System for High-rise Structures : Part 14 Analytical Study of Damping Effect of Building with Visco-elastic Dampers  Full Text: CiNii    1079-1080
Study of a Vibration Damper System for High-rise Structures : Part 15 Basic Study of Sensitivity Characteristics of Building with Visco-elastic Dampers  Full Text: CiNii    1081-1082
Vibration Test on A Slender Building with Two Passive Mass Dampers  Full Text: CiNii    1083-1084
Experimental study on human sesitivity to vibration of floor structure fitted with dynamic damper (Part2)  Full Text: CiNii    1085-1086
Development of vibration control system using U-shaped water tank : Part-6 Actual results for Efficiency of vibration control  Full Text: CiNii    1087-1088
Development of vibration control system using U-shaped water tank : Part-7 Based on actual results for efficiency prediction  Full Text: CiNii    1089-1090
Development of vibration control system using U-shaped water tank : Part-8 Dynamic characteristics of vibration control system  Full Text: CiNii    1091-1092
Efficiency of the Tuned Liquid Damper Applied to Airport Tower : Part3. Tokyo International Airport Tower (Full-scale Measurements of Wind-induced Response)  Full Text: CiNii    1093-1094
Study of vibration control with sloshing damper using viscous fluid  Full Text: CiNii    1095-1096
Superposition of Water Surface for Structural Active Vibration Control System by Inverse Sloshing Generation  Full Text: CiNii    1097-1098
NEW DESIGN PHILOSOPHY OF DYNAMIC INTELLIGENT BUILDINGS : Part. 11 Theoretical Solution of Active Variable Stiffness System with Autonomous Adaptive Control  Full Text: CiNii    1099-1100
Development of Active Variable Stiffness System : (Part-6) Efficiency Evaluation on Control Method  Full Text: CiNii    1101-1102
Shaking Table Experiment of Three-story Model Structure with Active Variable Damping System : (Part-1) Control System and Outline of Experiment  Full Text: CiNii    1103-1104
Shaking Table Experiment of Three-story Model Structure with Active Variable Damping System : (Part-2) Uni-directional Control Experiment  Full Text: CiNii    1105-1106
Shaking Table Experiment of Three-story Model Structure with Active Variable Damping System : (Part-3) Simulation Analysis  Full Text: CiNii    1107-1108
Shaking Table Experiment of Three-story Model Structure with Active Variable Damping System : (Part-4) Bi-directional Control Experiment  Full Text: CiNii    1109-1110
Fundamental study on active vibration control system by variable damping mechanism : Part7. Vibration control of multi-story building  Full Text: CiNii    1111-1112
Developments of Vibration Control Device for Structures Using Electro-Rheological Fluid : Part 1 : Vibration Tests of the Loop Type ERF Damper  Full Text: CiNii    1113-1114
Study on Rotational Type Variable Damper using Electro-Rheological Fluid : [Part1] Outline of Damper and Fundamental Characteristics  Full Text: CiNii    1115-1116
Study on Rotational Type Variable Damper using Electro-Rheological Fluid : [Part2] Semi-active Control  Full Text: CiNii    1117-1118
Dynamic Characteristics of a Five-storied Pagoda obtained from Man-excited Vibration Tests  Full Text: CiNii    1119-1120
Vibration Experiments for a 13 Story Steel Structure Building  Full Text: CiNii    1121-1122
Ambient Vibration Tests of High-Rise Buildings in Singapore  Full Text: CiNii    1123-1124
Vibration of factory building by overhead travelling crane  Full Text: CiNii    1125-1126
Vertical Vibration of Flying Floor Consisting of Cantilivers and Concrete slab : (part 1) Outline of Structure and Free Vibration Test  Full Text: CiNii    1127-1128
Vertical Vibration of Flying Floor Consisting of Cantilivers and Concrete slab : (part 2) Vibration Test by Human Footballs and Comparison with Analysis Result  Full Text: CiNii    1129-1130
Influence of Wind Force on System Identification of Buildings by Microtremor : Part6. Methods of Transfer Functions  Full Text: CiNii    1131-1132
Health Monitoring System of Highrise Buildings by Wavelet Transform  Full Text: CiNii    1133-1134
Micro-tremor Measurement of Hagia Sophia : Part3 Fundamental Frezuencies of Minarets and Estimation of Young's Moduli of the Brick and the Stone  Full Text: CiNii    1135-1136
Micro-tremor Measurement of Hagia Sophia : Part4 Vibration Characteristics of Minarets  Full Text: CiNii    1137-1138
Dynamic characteristics of Holy Resurrection Cathedral (Nicolai-Do) by microtremor analysis  Full Text: CiNii    1139-1140
Microtremor Measurements on Small-scale Structures  Full Text: CiNii    1141-1142
Shaking table test and evaluation of elasto-plastic deformation for one-story one-axis-eccentric structural model  Full Text: CiNii    1143-1144
Seismic Response of Eccentric Space Frames with Beam Failure Mode  Full Text: CiNii    1145-1146
Estimation of Dynamic Properties of a High-rise Building with L-shaped Plan from Observed Earthquake Records  Full Text: CiNii    1147-1148
Earthquake observation in the building with long configuration : (No. 9) Influence of spatial variation of ground motion on structual response  Full Text: CiNii    1149-1150
Earthquake observation in the building with long configuration : (No. 9) Comparison of simulated results with real behabiors  Full Text: CiNii    1151-1152
Earthquake observation in the building with long configuration : (No. 10) Slab and Story Shears of the Structure Subjecked to Spatially Variant Ground Motion  Full Text: CiNii    1153-1154
A Study on Dynamic Characteristics of Thermal Power Plant Structure : Part. 1 Dynamic Characteristics of Turbine Building  Full Text: CiNii    1155-1156
A Study on Dynamic Characteristics of Thermal Power Plant Structure : Part. 2 Dynamic Characteristics of High R/C Smokestack  Full Text: CiNii    1157-1158
Displacement Control Errors in An On-line Test  Full Text: CiNii    1159-1160
Study on Numerical Algorithm for Substructure-Pseudodynamic Testing : Part 3. Algorithm for Substurcuture-Pseudodynamic Testing Based on Implicit Integration Scheme  Full Text: CiNii    1161-1162
Study on Numerical Algorithm for Substructure-Pseudodynamic Testing : Part 4. Proposed Algorithm for Combined Loading Control and Displacement Control  Full Text: CiNii    1163-1164
Development of Bi-Directional On-Line Computer Test Control System : Part 1. Outline  Full Text: CiNii    1165-1166
Development of Bi-Directional On-Line Computer Test Control System : Part 2. Test on three dimensional steel frames subjected to bi-directional ground motion  Full Text: CiNii    1167-1168
On-line Computer Control Test with Quasi-static Jacks : Part1 Development of On-line Testing System  Full Text: CiNii    1169-1170
On-line Computer Control Test with Quasi-static Jacks : Part2 Substructure On-line Test to Structure with Hysteretic Dampers  Full Text: CiNii    1171-1172
Neuro-Hybrid Substructuring Test On Flexible Frames  Full Text: CiNii    1173-1174
In-Plane Vibration Analysis of Rectangular Plates  Full Text: CiNii    1175-1176
Free Vibration Analysis of Space Framed Structures with Pin and / or Semi-Rigid Connections by the Hybrid Stress Method : Part 1 Basic Formulation  Full Text: CiNii    1177-1178
Free Vibration Analysis of Space Framed Structures with Pin and / or Semi-Rigid Connections by the Hybrid Stress Method : Part 2 Numerical Tests  Full Text: CiNii    1179-1180
The Numerical Integration Methods with the Displacement of Velocity Input Terms  Full Text: CiNii    1181-1182
2592 Accuracy Analysis of the Duhamel's Integral for Nonlinear Dynamic Structural Analysis  Full Text: CiNii    1183-1184
Wave attenuation in Immscible Porous Soil  Full Text: CiNii    1185-1186
Petrov-Galerkin Finite Element Simulation for 3 Dimensional Venard Convection  Full Text: CiNii    1187-1188
A Study on Constitutive Law of Concrete Materials by Using Homogenization : Part2. Nonlinear Analysis  Full Text: CiNii    1189-1190
Examination of Past Fracture Criterion Equations of Concrete Expressed in Three Dimentinal Stress  Full Text: CiNii    1191-1192
Estimation of Hysterisys Loop by Using Extended Kalman Filter  Full Text: CiNii    1193-1194
Hybrid Nonlinear Structural Analysis System with Partially Actual Experiments : Part1 Object and Summary for the System  Full Text: CiNii    1195-1196
Hybrid Nonlinear Structural Analysis System with Partially Actual Experiments : Part2 Method of the System  Full Text: CiNii    1197-1198
Hybrid Nonlinear Structural Analysis System with Partially Actual Experiments : Part3 Results and Considcvation by using the System  Full Text: CiNii    1199-1200
Local Damage Detection of Multi-Story Structure by Inference of Damage Region : Part1 : Simulation for Plane Truss System  Full Text: CiNii    1201-1202
Local Damage Detection of Multi-Story Structure by Inference of Damage Region : Part2 : Shaking Table Tests on Damage Detection of Space Frame System  Full Text: CiNii    1203-1204
Analytical Method of Structural Shape under the Prescribed Displacement Mode  Full Text: CiNii    1205-1206
Shape Control of Dynamic Structural System : Part 1 : Arrangement Theory of Actuators  Full Text: CiNii    1207-1208
Shape Control of Dynamic Structural System : Part 2 : Basic Equations and Analitical Methods of Dynamic Structural Stytem  Full Text: CiNii    1209-1210
Application of Genetic Algorithms to Shape Finding Analysis  Full Text: CiNii    1211-1212
Optimum Dsign of Structures by using Genetic Algorithm : part 2 : comparison with difference of gene and selection  Full Text: CiNii    1213-1214
A Study on Optimum Problem of Structures by Genetic Algolithm  Full Text: CiNii    1215-1216
Stability Analysis of Plane Truss Structures by Perceptron  Full Text: CiNii    1217-1218
The stress analysis of bended membranes from optioed form on fitness for frams  Full Text: CiNii    1219-1220
Optimal Self-Equilibrium Prestresses in Tension Structures  Full Text: CiNii    1221-1222
Optimal Allocation of Shear-walls by Branch-and-Bound Method  Full Text: CiNii    1223-1224
Optimal Allocation of Shear-walls by Branch-and-Bound Method : Improvement on Expression of Wall Allocation  Full Text: CiNii    1225-1226
Stiffness Design of Plane Building Frames with Given Column Stiffnesses for Specified Seismic Beam-end Strains  Full Text: CiNii    1227-1228
Hybrid Inverse Eigenmode Problems for Structural Systems with Multiply Isolated Design Subassemblages  Full Text: CiNii    1229-1230
Minimum Weight Design of Rigid Frame under System Reliability Cnstraint  Full Text: CiNii    1231-1232
On study of reasonable evaluation of Non-structural elements  Full Text: CiNii    1233-1234
On the expression of curved bar theory in right-hand coordinates  Full Text: CiNii    1235-1236
On the effects of distributed loads upon the shear coefficient in Timoshenk's beam theory  Full Text: CiNii    1237-1238
Dynamic analysis of variable thin-walled members  Full Text: CiNii    1239-1240
The influence of asymmetry of structure and cross section of the component on the safety domain of structural design : 1. An analysis on a hysteritic behavior of steel columns with asymmetric cross section by spline finite strip method  Full Text: CiNii    1241-1242
The influence of asymmetry of structure and cross section of the component on the safety domain of structural design : 2. An experiment of a single portal frame composed of built-up steel columns with asymmetric cross section under an asymmetric load condition  Full Text: CiNii    1243-1244
2623 A Generalized Thin-walled Beam Theory Considering Flexural-torsional Shear Effects : F. E. M. Formulation by Displacement Method  Full Text: CiNii    1245-1246
Bending analysis of thick plate considering shear deformation by FEM : Part 1 : Theory and fundamental analysis  Full Text: CiNii    1247-1248
Bending analysis of thick plate considering shear deformation by FEM : Part 2 : Accuracy of analysis and natural vibration analysis  Full Text: CiNii    1249-1250
Quadrilateral Shear-Deformable Plate Bending Elements With Internal Variables  Full Text: CiNii    1251-1252
Beam-column elements based on the hybrid stress method : (Part 2) Numerical tests of plane beam-column element  Full Text: CiNii    1253-1254
Analysis of circular plates with voids : Part 4 Static analysis (concentrated load)  Full Text: CiNii    1255-1256
Analysis of voided circular plate including transverse shear deformation : Part3 Static analysis (concentrated load)  Full Text: CiNii    1257-1258
Analysis of voided circular plate including transverse shear deformation : Part 4 Dynamic analysis  Full Text: CiNii    1259-1260
Elastic analysis of stiffened plates : Part 3 Static analysis (Concentrated load)  Full Text: CiNii    1261-1262
Elasto-plastic Analysis of Reinforced Concrete Beam and Wall  Full Text: CiNii    1263-1264
Approximate analysis of frame structures by reduced degree of freedom  Full Text: CiNii    1265-1266
Structural design of a high rise building using the finite element analysis based on the thin-walled beam theory : Part1 System of structural design and sutomatic generating of input data  Full Text: CiNii    1267-1268
Structural design of a high rise building using the finite element analysis based on the thin-walled beam theory : Part2 3-D frame analysis of a high rise structure  Full Text: CiNii    1269-1270
Structural design of a high rise building using the finite element analysis based on the thin-walled beam theory : Part3. Accuracy of the analysis by thin-walled beam theory  Full Text: CiNii    1271-1272
Structural design of a high rise building using the finite element analysis based on the thin-walled beam theory : Part4. Research For The Relation of Sectional Properties  Full Text: CiNii    1273-1274
Structural design of a high rise building using the finite element analysis based on the thin-walled beam theory : Part5 Optimum design under static loading condition  Full Text: CiNii    1275-1276
Analysis of Three-span multistory plane frame with shear wall : Part I Relation between the results and the assumption for analysis  Full Text: CiNii    1277-1278
Analysis of Three-span multistory plane frame with shear wall : Part II Comparison of the results of Finite Element analysis with those of other analysis  Full Text: CiNii    1279-1280
A constant curvature beam-column element for large deformation analysis of planar frames  Full Text: CiNii    1281-1282
A study on the large-deflection analysis on relative displacement of space frame member : Elastic stiffness equation on finite rotation of three axes  Full Text: CiNii    1283-1284
Large Deflection Elastic-plastic Analysis of 3-D Frames by Incremental Perturbation Method  Full Text: CiNii    1285-1286
A Numerical Method for Critical Behavior of Elastic Space Frames with Flexual Torsion  Full Text: CiNii    1287-1288
Nonlinear Three Dimensional Analysis of Steel Frame Structure on The Assumption that Element Strain Changes Linearly in The Longitudinal Direction  Full Text: CiNii    1289-1290
Finite element analysis of the frame with semirigid nod : (Part 1) Natural Vibration and Bucking analysis  Full Text: CiNii    1291-1292
Finite element analysis of the frame with semirigid nod : (Part2) Elasto-Plastic analysis  Full Text: CiNii    1293-1294
Bucking analysis on bars with constant end moment  Full Text: CiNii    1295-1296
A stady on the Analysis of Geometrically Nonlinear Bucking of Pin-Jointed Gable Trusses  Full Text: CiNii    1297-1298
Asymmetric buckling behavior of circular tubes under axial compression with outer constraints : Part 1. Asymmetric elastic buckling of thin cylindrical shell  Full Text: CiNii    1299-1300
Asymmetric buckling behavior of circular tubes under axial compression with outer constraints : Part 2. Asymmetric inelastic buckling of circular tubes  Full Text: CiNii    1301-1302
Post buckling behavior of the long rectangular plates subject to edge compression  Full Text: CiNii    1303-1304
Contact Pressure and Structural Behaviours of Layer-Circular Plate : Solution under the Linear Distribution of Contact Pressure  Full Text: CiNii    1305-1306
The effects of lift up at a footing of the wall on the mechanical properties of structure (Part 2)  Full Text: CiNii    1307-1308
The Appearance Mechanism of Anti-symmetric Modes for a Beam-column Modeled by Rigid Limbs and Elastic-plastic Springs  Full Text: CiNii    1309-1310
A method for symmetry linit analysis of arbitrary shape planar frames : Removal of limitations on strain reversals  Full Text: CiNii    1311-1312
Dynamic Collapse of Multi-story Multi-bay Planar Frames of Weak-beam Type : Part 1 Seismec Response Analysis  Full Text: CiNii    1313-1314
Dynamic Collapse of Multi-story Multi-bay Planar Frames of Weak-beam Type : Part 2 A Study on Dynamic Collapse Mechanism  Full Text: CiNii    1315-1316
Elastic and Plastic Behavior of the Space Trusses under Horizontal and Vertical Load  Full Text: CiNii    1317-1318
Elasto-Plastic Finite Deformation Analysis of Steel Truss Structures under Repeated Variable Loading  Full Text: CiNii    1319-1320
On Elasto-Plastic Behavior of Structual Steel Beam-Column Sections Subjected to Repeated Variable Bi-axial Bendings under Constant Axial Force : Part 6 Plastic Collapse Behavior of Steel Beam-Column with Box Section  Full Text: CiNii    1321-1322
Vibration and Stability Analysis of Simply Supported Thin Beams : According to One-dimensional Higher-Order Theory  Full Text: CiNii    1323-1324
An Analysis of Variable Cross Sectional Beck's Problem  Full Text: CiNii    1325-1326
Static or dynamic collapsing behavior of symmetrical trusses including small imperfections : Part1 plane truss with parallel chord  Full Text: CiNii    1327-1328
Static or dynamic collapsing behavior of symmetrical trusses including small imperfections : Part2 double-layer truss with 5×5 grids  Full Text: CiNii    1329-1330
Dynamic buckling of shallow arches subjected to cyclic loadings : Part1 About jamp phenomena at resonance and dynamic buckling  Full Text: CiNii    1331-1332
Dynamic buckling of shallow arches subjected to cyclic loadings : Part2 Dynamic buckling and mechanism  Full Text: CiNii    1333-1334
Direct Method on Dynamic Analysis for Shape-Finding of Unstable Truss with One Rigid Body Mode  Full Text: CiNii    1335-1336
Dynamic incremantal perturbation method using mode superposition techeneque with high frequency elimination strategy  Full Text: CiNii    1337-1338
Numerical Simulation for Demolition of Structure  Full Text: CiNii    1339-1340
Toe Loading Test for Cast-in-Place Pile  Full Text: CiNii    1341-1342
Pile Toe Loading Test of Cast-in-Place Concrete Pile Bearing on Fine Sand Layer in Tokyo Area  Full Text: CiNii    1343-1344
A Statnamic Loading Test on a Cast-in-Place Concrete Pile : Part 1. Test of Results  Full Text: CiNii    1345-1346
A Statnamic Loading Test on a Cast-in-Place Concrete Pile : Part 2. A Method of Prediction of Static Load-Settlement Behavior  Full Text: CiNii    1347-1348
Feasibility study on quasi-static pile loading test  Full Text: CiNii    1349-1350
Results of Pile integrity test for a long cast in place concrete pile  Full Text: CiNii    1351-1352
Point Bearing Capacity of Piles in Hard Clay : Part 3 Failure Mechanism  Full Text: CiNii    1353-1354
Point Bearing Capacity of Piles in Hard Clay : Part 4 Bearing Capacity at 10% Settlement-Diameter Ratio  Full Text: CiNii    1355-1356
Bearing Capacity of Bored Steel H Piles Enclosed in Soil-Cement Columns : Part 1. Effects of Overburden pressure  Full Text: CiNii    1357-1358
Bearing Capacity of Bored Steel H Piles Enclosed in Soil-Cement Columns : Part 2. Application to Temporary Support Piles for Top-Down Construction  Full Text: CiNii    1359-1360
Vertical Load Test Results of Long Friction Pile in Shirasu Deposits  Full Text: CiNii    1361-1362
Measurement of Skin friction using Standard Penetration Test : Part 6 Study with Multiple Regression Analysis  Full Text: CiNii    1363-1364
Shaft friction of vertically loaded cast-in-place concrete piles : Statistical analysis for published pile load test results  Full Text: CiNii    1365-1366
On the study of skin friction of spread bottom pile  Full Text: CiNii    1367-1368
Uplift Tests of Model Piles using a Pressurizing Soil Tank : Part3. Effect of Cyclic Loading on the Pile Skin Frictional Stiffness  Full Text: CiNii    1369-1370
Long-term Uplift Test of a Bored Precast Pile on Kanto Loam  Full Text: CiNii    1371-1372
Shear Tests on Viscoelastic Behavior of Asphaltic Bitumen Slip Layers : Comparison of Results of Torsion Shear Tests and Direct Shear Tests  Full Text: CiNii    1373-1374
An Analysis of Vertical Behavior of SL-Pile under Loading Tests  Full Text: CiNii    1375-1376
Finite Element Analysis of Pile Groups due to Negative Skin Friction  Full Text: CiNii    1377-1378
A Study on Static and Dynamic Analysis Method of Lateral Capasity of a Pile Considered with Non-Linear Historical Characteristics of Soil : 1. A Method of Estmated p-y Curve and Modification of Historical Rule  Full Text: CiNii    1379-1380
A Study on Static and Dynamic Analysis Method of Lateral Capasity of a Pile Considered with Non-Linear Historical Characteristics of Soil : 2. Comparison Between Experimental and Theoretical Value of Static Problems of Model Pile in Dry Sand under Cycric Load on Pile-head  Full Text: CiNii    1381-1382
A Study on Static and Dynamic Analysis Method of Lateral Capasity of a Pile Considered with Non-Linear Historical Characteristics of Soil : 3. Comparison Between Experimental and Theoretical Value of Dynamic Problems of Model Pile in Dry Sand under Dynamic Load on Pile-head  Full Text: CiNii    1383-1384
A Study on Static and Dynamic Analysis Method of Lateral Capasity of a Pile Considered with Non-Linear Historical Characteristics of Soil : 4. Comparison Between Experimental and Theoretical Value of Dynamic Problems of Model Pile in Dry Sand under Ground Vibration  Full Text: CiNii    1385-1386
A Study for the Effect of Pile Spacing and Embedded Length on the Lateral Behavior of Groups with Four Free-Head Piles : Part1. Outline and Results of Tests  Full Text: CiNii    1387-1388
A Study for the Effect of Pile Spacing and Embedded Length on the Lateral Behavior of Groups with Four Free-Head Piles : Part2. Comparison Between Experimental and Analytical Results  Full Text: CiNii    1389-1390
Experiment on Fixing Method of Pile Top for PHC-Pile using Steel Pipe with Ribs (1) : Pushing Out Tests and Outline of Bending Tests on PHC-Pile Inserted in Concrete-Filled Steel Pipe with Ribs  Full Text: CiNii    1391-1392
Experiment on Fixing Method of Pile Top for PHC-Pile using Steel Pipe with Ribs (2) : Results of Bending Tests on PHC-Pile Inserted in Concrete-Filled Steel Pipe with Ribs  Full Text: CiNii    1393-1394
Ultimate Horizontal Strength of Buildings Supported by Piles : Part 2 : Horizontal Loading Test of Building Supported by Piles with Vertical Load  Full Text: CiNii    1395-1396
An Experimental Study Forcusing on the Plastic Deformation Properties of Steel Pipe Piles  Full Text: CiNii    1397-1398
Relationship Between Distributing Ratio of Lateral Force on Pile Foundation and Pile-Length Considering Footing-Beam's Rigidity  Full Text: CiNii    1399-1400
Analysis of Lateral Resistance of Pile by FEM  Full Text: CiNii    1401-1402
An Analytical Method of Lateral Behavior of Single of Pile by Using Nonlinear Winkler Spring  Full Text: CiNii    1403-1404
Seismic Horizontal Load Acting on Piles of a Building Near Cliff  Full Text: CiNii    1405-1406
Liquefaction Damage to the Ground in the 1993 Hokkaido-Nansei-Oki Earthqurke in area of Shiribeshi-toshibetsu-river  Full Text: CiNii    1407-1408
Liquefaction of dredge-reclaimed silt layer during the 1993 Hokkaido Nansei-Oki Earthquake  Full Text: CiNii    1409-1410
Re-Liquefaction at Mizubori, Esashi, Hokkaido, during 1993 Hokkaido-Nansei-Oki Earthquake of July 12,1993 and Aftershock of August 8,1993  Full Text: CiNii    1411-1412
Reconnaissance for Damage Due to Liquefaction During the 1994 Northridge Earthquake  Full Text: CiNii    1413-1414
Correlation between Cone Penetration Test Data and Dynamic Properties of In Situ Frozen Samples Improved by Deep Vibratory Compaction  Full Text: CiNii    1415-1416
Effect of Overconsolidation on the Resistance to Liquefaction of Sands  Full Text: CiNii    1417-1418
Effects of Irregular Loading on Liquefaction Resistance : Part1. Pseudo-Dynamic Tests by Cyclic Triaxial Tests Apparatus  Full Text: CiNii    1419-1420
Effects of Irregular Loading on Liquefaction Resistance : Part2. Relation Between Uniform and Irregular Loading Test  Full Text: CiNii    1421-1422
Effective Stress Analysis of Soil-Structure Model : Part 1 Simulation of Seismic Centrifuge Test  Full Text: CiNii    1423-1424
Effective Stress Analysis of Soil-Structure Model : Part 2 Simulation of Soil-Pile-Structure System  Full Text: CiNii    1425-1426
Earthquake Response of a Building-Pile Foundation Coupled System in Soil Liquefaction : Part 4 Time history of Pile-Stress  Full Text: CiNii    1427-1428
Shaking Table Tests on Improved Ground under Building against Liquefaction : Part 3 Behavior of Piles-Soil System with Soil Improvement of the Liquefaction Layer around the Piles  Full Text: CiNii    1429-1430
A Study on Effects of Grid-shaped Improved Ground against Liquefaction Failures  Full Text: CiNii    1431-1432
A large-scale test on Super Lime Piles in a large test bin : Part1 ; Compaction effect and measurement of earth pressure  Full Text: CiNii    1433-1434
A large-scale test on Super Lime Piles in a large test bin : Part 2 ; Results of liquefaction tests  Full Text: CiNii    1435-1436
Damage to Building Foundation at Hokkaido Nansei Oki Earthquake  Full Text: CiNii    1437-1438
Relationship between SPT N-value and internal friction angle of sandy soils (2)  Full Text: CiNii    1439-1440
Effect of confining stress on the initial shear modulus of sandy soils  Full Text: CiNii    1441-1442
Forced Vibration Tests of a Model Structure in the Centrifuge  Full Text: CiNii    1443-1444
Nonlinear SSI Spring due to Soil Material Nonlinearity  Full Text: CiNii    1445-1446
A study on stress occuring upon pile at earthquake events by eigen value analysis : (Part2) Effects of composition and nonlinearity of soil layer  Full Text: CiNii    1447-1448
Effect of Soil Non-linearity on Pile Forces during Earthquake  Full Text: CiNii    1449-1450
Earthquake Response Analysis of a Composite Foundation with Diaphragm Wall and Pile Groups  Full Text: CiNii    1451-1452
A Study on Dynamic Characteristics of Stresses of Stresses in Diaphragm Walls : Part1. Fundamental Characteristics and Effects of Siffness  Full Text: CiNii    1453-1454
A Study on Dynamic Characteristics of Stresses of Stresses in Diaphragm Walls : Part2. Reduction in Dynamic Stresses by Base Isolation  Full Text: CiNii    1455-1456
Three-Dimensional Liquefaction Analysis for Evaluating Effectiveness of Soil Cement Walls on Reducing Bending Moment in Piles  Full Text: CiNii    1457-1458
Shear Resistance of Circular Block Assemblage Using Distinct Element Method  Full Text: CiNii    1459-1460
Settlement behavior of deep foundation tip : Part 1. Pressure dependency of shear modulus of sand in pressurizing tank  Full Text: CiNii    1461-1462
Reduction Coefficient of Differential Settlement on Viscoelastic Pasternak Model  Full Text: CiNii    1463-1464
Characterisics of settlement in Rokko reclaimed island  Full Text: CiNii    1465-1466
Settlement Behavior of the Building Supported by Floating Foundation in Ground Subsidence Area  Full Text: CiNii    1467-1468
Influence of temperature on water level of a settlement meter  Full Text: CiNii    1469-1470
Settlement Behavior of Piled-raft Foundation Structure due to the Fluctuation of Groundwater Pressure Head  Full Text: CiNii    1471-1472
A Practical Method for Stress Analysis of Structures with Pile Foundation Considering Deformation of The Ground under Vertical Loading  Full Text: CiNii    1473-1474
Settlement behavior of a Piled Raft foundation on Normally consolidated Clays  Full Text: CiNii    1475-1476
Behavior of Pile Foundation of High Rise RC Building : Part2. Results of Measurements after Completion  Full Text: CiNii    1477-1478
The study on the ground improved with cement as the foundation ground for buildings : The outlines  Full Text: CiNii    1479-1480
The study on the ground improved with cement as the fonudation ground for buildings : The field tests for Strasu ground (Part1. ground and methods)  Full Text: CiNii    1481-1482
The study on the ground improved with cement as the foundation ground for buildings : The field tests for Sirasu ground (Part2. On the strength of the head of Soil-Cement column  Full Text: CiNii    1483-1484
The study on the ground improved with cement as the foundation ground for buildings : The field tests for Sirasu Ground (Part 3 Compressive strength of deeper specimen cored on-site)  Full Text: CiNii    1485-1486
The study on ground improved with cement as the foundation ground for buildings(Part. 4) : The field tests for Sirasu ground (Strength and Dynamic Deformation Characteristics)  Full Text: CiNii    1487-1488
The Study on The Ground Improved with Cement as The Foundation Ground for Buildings, Part 5 : The Test in The Field for The Shirasu Ground, Unconfined Compression Test of Large Scale Coloumn & Sampling Core  Full Text: CiNii    1489-1490
The study on the ground improved with cement as the foundation ground for buildings : The field tests for Sirasu Ground (Part 6,Core Recorvery and RQD)  Full Text: CiNii    1491-1492
The study on the ground improved with cement as the foundation ground for buildings : The field tests for Sirasu ground (Part 7. The Rotary Sounding method)  Full Text: CiNii    1493-1494
The study on the ground improved with cement as the foundation ground for buildings (Part 8. ) : The field tests for Sirasu ground (Integrity Test)  Full Text: CiNii    1495-1496
The study on the ground improved with cement as the foundation ground for buildings, part9. : Insitu test for the Sirasu ground, Presuremeter test and Seismic velocity Logging  Full Text: CiNii    1497-1498
On the construction works of foundation soil improvement at Yokohama thermal power plant (Part 1)  Full Text: CiNii    1499-1500
On the construction works of foundation soil improvement at Yokohama thermal power plant (No. 2) : Design of open cut with deep cement mixing wall  Full Text: CiNii    1501-1502
On the construction works of foundation soil improvement at Yokohama thermal power plant (Part 3) : Monitoring of open cut with deep cement mixing wall  Full Text: CiNii    1503-1504
On the construction works of foundation soil improvement at yokohama thermal power plant (No. 4) : Design method of Sand Compaction pile method considering the variation of soil strength  Full Text: CiNii    1505-1506
On the construction works of foundation soil improvement at yokohama thermal power plant (No. 5) : Sand Compaction Pile works considering the influence of ground vibration and noise  Full Text: CiNii    1507-1508
On the construction works of foundation soil improvement at Yokohama thermal power plant (No. 6) : Vibration influence of sand compaction pile method and the vibration effect of the consolidated wall  Full Text: CiNii    1509-1510
Unconfined Compressive Strength of Cement-Treated Soil  Full Text: CiNii    1511-1512
The Behavior of Soil-cement Columns Executed under Continuous Footing in Horizontal Loading Test  Full Text: CiNii    1513-1514
Effect of Age on Unconfined Compressive Strength of Soil Cement  Full Text: CiNii    1515-1516
Quality of the soil cement columns constructed by the single rod type soil improvement rig : Report 2  Full Text: CiNii    1517-1518
Statistical study on measurement of deflections and bending moments during excavation : part 1 Deflections  Full Text: CiNii    1519-1520
Statistical study on measurement of deflections and bending moments during excavation : part 2 Bending moments  Full Text: CiNii    1521-1522
Reinforcing method of soil-mixed retaining wall on releasing struts : Part1 : Allowable shear resistance of the reaction piece for temporary struts  Full Text: CiNii    1523-1524
Reinforcing method of soil-mixed retaining wall on releasing struts : Part2 : Evaluating method for the behavior of retaining wall  Full Text: CiNii    1525-1526
Reinforcing method of soil-mixed retaining wall on releasing struts : Part2 : Reinforcing quality of composite wall and temporary inclined struts  Full Text: CiNii    1527-1528
Behavior of the adjacent ground under driving Quick-Lime piles : (Outline and results of observation)  Full Text: CiNii    1529-1530
Behavior of the adjacent ground under driving Quick-Lime piles : Deformation and Pressure of the ground under driving Quick-Lime piles  Full Text: CiNii    1531-1532
Behavior of the adjacent ground under driving Quick-Lime piles : Simulation by Finite Element Analysis  Full Text: CiNii    1533-1534
Finite Element Formulation of the Beam with Distributed load and the Winkler's Spring  Full Text: CiNii    1535-1536
Study on earth pressure considering wall friction : Part5 Distributions of horizontal earth pressure by some kinds of movements of wall  Full Text: CiNii    1537-1538
Prediction of Diaphragm Wall Stresses Based on Inclinometer Measurements  Full Text: CiNii    1539-1540
Influence of Adjoining Excavation upon Earth Retaining Sturctures  Full Text: CiNii    1541-1542
The Effect of Using Side-Walls at Right Angles to an Earth Retaining Wall for Excavation : Part2 : The Effect of a Middle Wall Between Side-Walls  Full Text: CiNii    1543-1544
3-Dimensional Analysis of Behavior of Earth Retaining Structure Using 2-Dimensional FEM  Full Text: CiNii    1545-1546
Behavior of a Cantilever Earth Retaining Wall with T-cross Section : Part 4 Influence of Corner Restraint  Full Text: CiNii    1547-1548
Effects when using Tenporary Struts Made of Concrete  Full Text: CiNii    1549-1550
Studies on Permanent Ground Anchors (Part 14) : Durability Test  Full Text: CiNii    1551-1552
A Study on the Behavior of Compressive-Typed Ground Anchorages  Full Text: CiNii    1553-1554
Study on Structural Performance of Diaphragm Wall : Part1 Summary of Experiment  Full Text: CiNii    1555-1556
Study on Structural Performance of Diaphragm Wall : Part2 Estimation of In-plane Shear Strength in Vertical Joints  Full Text: CiNii    1557-1558
Study on Structural Performance of Diaphragm Wall : Part3 Estimation of Out-of-plane Bending and Shear Strength in Vertical Joints  Full Text: CiNii    1559-1560
Study on Structural Performance of Diaphragm Wall : Part4 Estimation of Shear Strength for Diaphragm Wall to Added Wall Conection  Full Text: CiNii    1561-1562
Study on structural functions of underground diaphragm walls : Part 1 Outline of tests  Full Text: CiNii    1563-1564
Study on structural functions of underground diaphragm walls : Part 2 In-plane shear tests on rigidity vertical joint in diaphragm walls  Full Text: CiNii    1565-1566
Study on structural functions of underground diaphragm walls : Part 3 Out-of-plane shear tests on rigidity vertical joint in diaphragm walls  Full Text: CiNii    1567-1568
Study on structural functions of underground diaphragm walls : Part 4 Out-of-plane shear-bending and pure bending tests on rigidity vertical joint in diaphragm walls  Full Text: CiNii    1569-1570
Study on structural functions of underground diaphragm walls : Part 5 Direct shear tests on connecting joint  Full Text: CiNii    1571-1572
Study on structural functions of underground diaphragm walls : Part 6 Out-of-plane shear-bending and pure bending tests on composite walls  Full Text: CiNii    1573-1574
Study on structural functions of underground diaphragm walls : Part 7 Water jet tests for joint surfaces of diaphragm walls  Full Text: CiNii    1575-1576
Study on structural functions of underground diaphragm walls : Part 8 Cleaning tests for vertical joint in diaphragm walls  Full Text: CiNii    1577-1578
Study of the Composite basement wall using the H-shaped steel of soil sement piles (Part 4) : Evaluation of stud connector stress  Full Text: CiNii    1579-1580
Study of the Composite basement wall using the H-shaped steel of soil sement piles (Part 5) : Effect of the underground construction method on Composite Basement Wall stress  Full Text: CiNii    1581-1582
Study on the application of the diaphragm wall under bentonite slurry : (Part3) Tensile tests of the Grout-joint  Full Text: CiNii    1583-1584
Close-construction by Jack Pressed Caisson Method : Part1 : Outline of project and some analyses  Full Text: CiNii    1585-1586
Close-construction by Jack Pressed Caisson Method : Part2 : Scheme of exection and results  Full Text: CiNii    1587-1588
Close-construction by Jack Pressed Caisson Method : Part3 : Measurement plan and the results  Full Text: CiNii    1589-1590
Simple Application on Integrity Testing of Concrete Pile  Full Text: CiNii    1591-1592
Low Strain Intergrity Testing Applied to PHC Piles  Full Text: CiNii    1593-1594
Quality Control of Bored Piles with Large Bulbs  Full Text: CiNii    1595-1596
Outlines of Geotechnical map in the Sikoku Coastal Area  Full Text: CiNii    1597-1598
A study on evaluation of the factor of stress-strain model on diluvial sandy soils  Full Text: CiNii    1599-1600
Deformation and Strengh Characteristics of bearing stratum for skyscraper  Full Text: CiNii    1601-1602
Dynamic Properties of Improved Clays (Part 2)  Full Text: CiNii    1603-1604
Comparison between frequencies of shear waves induced by plank hammering and solenoid hammering in sandy soil layer  Full Text: CiNii    1605-1606
On the Swelling and Reconsolidation chracteristics of clayey soils (2)  Full Text: CiNii    1607-1608
Nsw of Swedish Weight Sounding Test : I : Correlation between Nsw-Value and N-Value  Full Text: CiNii    1609-1610
Cone Penetration Test in the Ground Improved by Sand Compaction Pile  Full Text: CiNii    1611-1612
New Technique Based on Wave Excitation for Estimating Length of Cast In-situ Concrete Pile  Full Text: CiNii    1613-1614
Experimental Study on Stud Welding Methods of Pile Head Joint of Prestressed High Strength Concrete Pile : Part 1 Plan of Experiment  Full Text: CiNii    1615-1616
Experimental Study on Stud Welding Methods of Pile Head Joint of Prestressed High Strength Concrete Pile : Part 2 Outline of Result  Full Text: CiNii    1617-1618
Experimental Study on Stud Welding Methods of Pile Head Joint of Prestressed High Strength Concrete Pile : Part 3 Failure Aspect and Fixing Ratio of Pile Head Joint  Full Text: CiNii    1619-1620
Load Carrying Capacity of Joint Connections Using Anchor bolts Technic between Footing and PHC Pile : Part 1 Effect of Embedment Length of PHC Pile Hiad into Footing  Full Text: CiNii    1621-1622
Load Carrying Capacity of Joint Connections Using Anchor bolts Technic between Footing and PHC Pile : Part 2 In Case of Using Anchor Plate with Round Screw Hole  Full Text: CiNii    1623-1624
Load Carrying Capacity of Joint Connections Using Anchor bolts Technic between Footing and PHC Pile : Part 3 In Case of Using Anchor Plate with Bottle Gourd Screw Hole  Full Text: CiNii    1625-1626
Experimental Study on Joints of Pile Head Reinforcing Bar with Mechanical Joint  Full Text: CiNii    1627-1628
Seismic Safety Evaluation Method of Nuclear Reactor Buildings : Part1 : Overview of Seismic Safety Evaluation Method  Full Text: CiNii    1629-1630
Seismic Safety Evaluation Method of Nuclear Reactor Buildings : Part2 : Numerical Examples of Seismic Responses Regarding Influences of Adjacent Building and Soil-Structure Interaction Model  Full Text: CiNii    1631-1632
Seismic Safety Evaluation Method of Nuclear Reactor Buildings : Part3 : Study on Evaluation of Influences to Realistic Nonlinear Seismic Response by Random Variables  Full Text: CiNii    1633-1634
Seismic Safety Evaluation Method of Nuclear Reactor Buildings : Part4 : Study on Simulation Analysis Methods for Realistic Nonlibear Seismic Responses  Full Text: CiNii    1635-1636
Seismic Safety Evaluation Method of Nuclear Reactor Buildings : Part5 : Evaluation of Realistic Responses of a BWR MARK-I Reactor Building  Full Text: CiNii    1637-1638
Seismic Safety Evaluation Method of Nuclear Reactor Buildings : Part6 : Evaluation of Realistic Responses of a PWR 4LOOP Reactor Building  Full Text: CiNii    1639-1640
Seismic Safety Evaluation Method of Nuclear Reactor Buildings : Part7 : Evaluation of Seismic Safety Index of BWR type Resctor Buildings  Full Text: CiNii    1641-1642
Seismic Safety Evaluation Method of Nuclear Reactor Buildings : Part8 : Evaluation of Seismic Safety Index of PWR type Reactor Buildings  Full Text: CiNii    1643-1644
Seismic Safety Evaluation Method of Nuclear Reactor Buildings : Part9 : Overall Evaluation  Full Text: CiNii    1645-1646
Seismic Safety Evaluation Method of Nuclear Reactor Buildings : Part10 : Examination of Evaluated Seismic Safety  Full Text: CiNii    1647-1648
A study on the simplified methods of fragility analysis for a reactor building  Full Text: CiNii    1649-1650
Study on Evaluation method of Failure Probability for Reactor Buildings : Part1 : Outline of the Study  Full Text: CiNii    1651-1652
Study on Evaluation method of Failure Probability for Reactor Buildings : Part2 : Evaluation of non linear effect considering the variability of ultimate shear strain  Full Text: CiNii    1653-1654
Study on Evaluation method of Failure Probability for Reactor Buildings : Part3 : Evaluation of Nonlinear Seismic Responses by Stratified 2-points Estimate Method  Full Text: CiNii    1655-1656
Study on Evaluation Method of Failure Probability for Reactor Buildings : Part 4 F_<SANL>'s Dependence on Acceleration Intensity of Input Wave  Full Text: CiNii    1657-1658
Restoring Force Characteristics of Shear Wall under Horizontal and Vertical Loads  Full Text: CiNii    1659-1660
An analytical study on the ultimate shear strength of Reinforced Concrete shear walls  Full Text: CiNii    1661-1662
Study on Structural Behavior of Reinforced Concrete Shear Walls with Columns and Girders  Full Text: CiNii    1663-1664
Study on Joint between Steel Beam and Reinforced Concrete Shear Wall  Full Text: CiNii    1665-1666
Study on Structural Behavior of Rainforced Concrete Shear Wall with Steel Frame  Full Text: CiNii    1667-1668
Study on the Non-linear Analysis with Uplift of Basemat for Nuclear Power Buildings : Part1 Influences of Separating & Sliding between Structure and Surrounding Soil  Full Text: CiNii    1669-1670
Study on the Non-linear Analysis with Uplift of Basemat for Nuclear Power Buildings : Part2 Influences by Combining Structural Nonlinearity and Uplift of Basemat : SR Model  Full Text: CiNii    1671-1672
Study on the Non-linear Analysis with Uplift of Basemat for Nuclear Power Buildings : Part3 Influences by Combining Structural Nonlinearity and Uplift of Basemat : FEM Model  Full Text: CiNii    1673-1674
Study on Rational Evaluation Methods for Non-linear Characteristics of Basemat Uplift : Part1 SR Model for Horizontal-Vertical Interactive Response Analyses  Full Text: CiNii    1675-1676
Study on Rational Evaluation Methods for Non-linear Characteristics of Basemat Uplift : Part2 Stiffness and Damping of Soil Spring due to Basemat Uplift  Full Text: CiNii    1677-1678
Study on Rational Evaluation Methods for Non-linear Characteristics of Basemat Uplift : Part3 Earthquake Response Analyses by SR Model for Horizontal-Vertical Interaction  Full Text: CiNii    1679-1680
Study on Rational Evaluation Methods for Non-linear Characteristics of Basemat Uplift : Part4 Study of the Non-linear Characterisics of the SR Model for Horizontal-Vertical Interaction  Full Text: CiNii    1681-1682
Response Analysis of Uplifting Basemats of Uniform Distributed Reaction by Green's Function Method  Full Text: CiNii    1683-1684
Study on the Non-linear Analysis with Material Nonlicearity of Soil : Comparison between Equivalent Linear Analysis and Time Dependent Non-linear Analysis  Full Text: CiNii    1685-1686
A Study of the Earth Pressure Acting to Structure in Soft Rock : (Part 5) Investigation of 1993 off Noto Penensula Earthquake  Full Text: CiNii    1687-1688
A Study of the Earth Pressure Acting to Structure in Soft Rock : (Part 6) Evaluation of Dynamic Earth Pressure Using FEM  Full Text: CiNii    1689-1690
Simulation Analyses of Measures Seismic Vertical Responses of a Nuclear Reactor Building : Part1 : Study on Soil Responses  Full Text: CiNii    1691-1692
Simulation Analyses of Measures Seismic Vertical Responses of a Nuclear Reactor Building : Part2 : Study on Building Responses  Full Text: CiNii    1693-1694
Simulation Analyses of Measures Seismic Vertical Responses of a Nuclear Reactor Building : Part3 : Study on a Soil-Structure Interaction Model  Full Text: CiNii    1695-1696
Study on combination of horizontal and vertical earhquake loads using earhquake records  Full Text: CiNii    1697-1698
Forced Vibraion Tests of PWR Reactor Building : Part. 1 General Discription and Results of Vibration Tests of PCCV  Full Text: CiNii    1699-1700
Forced Vibraion Tests of PWR Reactor Building : Part. 2 Results of Vibration Tests of I/C and Simulation Analyses  Full Text: CiNii    1701-1702
Forced Vibration Test of Hualien Large Scale Soil-Structure Interaction Model : (Part 4) Forced Vibration Test Results After Backfill  Full Text: CiNii    1703-1704
Forced Vibration Test of Hualien Large Scale Soil-Structure Interaction Model : (Part 5) Analysis of Forced Vibration Test Results After Backfill  Full Text: CiNii    1705-1706
Forced Vibration Test Results of PHWR Reactor Building on Quaternary Deposits  Full Text: CiNii    1707-1708
A Conceptual Study on Active Seismic Control System for Large Structures : Part 1 : A Parametric Study on Control Methods  Full Text: CiNii    1709-1710
A Conceptual Study on Active Seismic Control System for Large Structures : Part 2. The Active Control System and its Vertical Responses  Full Text: CiNii    1711-1712
A Conceptual Study on Active Seismic Control System for Large Structures : Part 3 : A Study on Vertical Response and Concept of 3-D Active Control Structure  Full Text: CiNii    1713-1714
Study on concept of seismic isolation type plant for FBR : Part32 Influence of bending stiffness of base mat upon base isolation structure  Full Text: CiNii    1715-1716
Study on concept of seismic isolation type plant for FBR : Part33 : Evaluation of influence on response of base-isolated building by different phase of input ground motion  Full Text: CiNii    1717-1718
Study on concept of seismic isolation type plant for FBR : Part34 Evaluation of Aseismic Safety in Progression of the Breaking of the Rubber Bearings  Full Text: CiNii    1719-1720
Study on concept of seismic isolation type plant for FBR : Part35 Ultimate behavior base-isolated building (Estimation of torsional response and fragility)  Full Text: CiNii    1721-1722
Study on concept of seismic isolation type plant for FBR : Part36 Conclusive remarks  Full Text: CiNii    1723-1724
R & D 3D SEISMIC ISOLATION SYSTEM : R & D FOR FUSION  Full Text: CiNii    1725-1726
R & D of Electrical Monitaring Technique for Laminated Rubber bearing : Part 1. Electical Characteristics of Laminated Rubber Bearing  Full Text: CiNii    1727-1728
Durability Tests of Low Shape Factor Laminated Rubber Bearings  Full Text: CiNii    1729-1730
Ultimate strength of frame structures under horizontal and vertical ground motions'input  Full Text: CiNii    1731-1732
Required Shear Resisting Capacity of Rigid Structure on Rock in Seismic Design : PartI Concept and Coefficient Considering Stiffness of Rock  Full Text: CiNii    1733-1734
Required Shear Resisting Capacity of Rigid Structure on Rock in Seismic Design : PartII Coefficient Considering Soil Structure Interaction  Full Text: CiNii    1735-1736
Required Shear Resisting Capacity of Rigid Structure on Rock in Seismic Design : PartIII Effects of Damage Concentration for Ds and Conclusion  Full Text: CiNii    1737-1738
Structural integrity test of prestressed concrete containment vessel : Part1 Test plan  Full Text: CiNii    1739-1740
Structural integrity test of prestressed concrete containment vessel : Part2 Test results  Full Text: CiNii    1741-1742
Structural integrity test of prestressed concrete containment vessel : Part3 Analytical method and evaluation results  Full Text: CiNii    1743-1744
Experimental Study on Steel Plate Reinforced Concrete under Pure Shear : Part1 Outline of Experiments  Full Text: CiNii    1745-1746
Experimental Study on Steel Plate Reinforced Concrete under Pure Shear : Part2 Experimental Results  Full Text: CiNii    1747-1748
Experimental Study on Steel Plate Reinforced Concrete under Pure Shear : Part3 Stress Transfer Mechanism  Full Text: CiNii    1749-1750
Experimental Study on Steel Plate Reinforced Concrete under Pure Shear : Part4 Proposal of τ-γ Relationship for Design  Full Text: CiNii    1751-1752
Experimental Study on Composite Beam with U-section Steel plate : Part 1. Outline of Experimental Test  Full Text: CiNii    1753-1754
Experimental Study on Composite Beam with U-section Steel plate : Part 2. Investigation of Test Results  Full Text: CiNii    1755-1756
Development of the large steel deck plate : PartII : Experimental study on structural behaviors of the large steel deck plate with the opening subjected to the hanging load  Full Text: CiNii    1757-1758
A Study on the Shear Behavior of Reinforced Concrete Members Subjected to an Elevated Surface Temperature on a face of the Members  Full Text: CiNii    1759-1760
Feasibility Study on the Decommissioning Concrete Waste Recycling : Part1 : General View  Full Text: CiNii    1761-1762
Feasibility Study on the Decommissioning Concrete Waste Recycling : Part2 : Block Boncrete Waste  Full Text: CiNii    1763-1764
Feasibility Study on the Decommissioning Concrete Waste Recycling : Part3 : Concrete Debris Waste  Full Text: CiNii    1765-1766
Feasibility Study on the Decommissioning Concrete Waste Recycling : Part4 : Powder Concrete Waste  Full Text: CiNii    1767-1768
Study on Radio-activation of Concrete for Nuclear Facilities : Estimation of Trace Elements Contents  Full Text: CiNii    1769-1770
Study on Mechanical Behavior of Conoid-shaped Cantilever Shell  Full Text: CiNii    1771-1772
Nonlinear Analyses of R/C Roof-Type Cylindrical Shells Pin-Supported at Corners : Part. 1 Strength under Static Concentrated Loading  Full Text: CiNii    1773-1774
Nonlinear Analyses of R/C Roof-Type Cylindrical Shells Pin-Supported at Corners : Part. 2 Cracking Pattern under Static Loading  Full Text: CiNii    1775-1776
Nonlinear Analyses of R/C Roof-Type Cylindrical Shells Pin-Supported at Corners : Part. 3 Strength under Dynamic Concentrated Loading  Full Text: CiNii    1777-1778
Nonlinear Analyses of R/C Roof-Type Cylindrical Shells Pin-Supported at Corners : Part. 4 Cracking Pattern under Dynamic Loading  Full Text: CiNii    1779-1780
Elastic Stability Analysis of Cylindrical Shells having Non-uniform Thickness  Full Text: CiNii    1781-1782
Three Dimensional Finite Deformation Analysis of Cylindrical Shell Subjected to Pure Bending Based on Torous Coordinate 1  Full Text: CiNii    1783-1784
Three Dimensional Finite Deformation Analysis of Cylindrical Shell Subjected to Pure Bending Based on Torous Coordinate 2  Full Text: CiNii    1785-1786
Theoretical Three Dimensional Finite Deformation Analysis of Isotropic Elastic Shell subjected to Pure Bending  Full Text: CiNii    1787-1788
Numerical analysis of reinforced concrete spherical shells considering actual area for loading in experiment  Full Text: CiNii    1789-1790
Formulation of an Incremental Constitutive Equation for Concrete by Lattice Model of Radial-Ring Type  Full Text: CiNii    1791-1792
Effect of the stiffness of ring beam on the failure mechanisms of reinforced concrete shallow domes  Full Text: CiNii    1793-1794
Elastic-plastic behavior of a reinforced concrete cylindrical shell roof model : Part1 Comparison shear failure two types models by defferent mechanisms  Full Text: CiNii    1795-1796
Elastic-plastic behavior of a reinforced concrete cylindrical shell roof model  Full Text: CiNii    1797-1798
Study of reinforced concrete cylindrical shell concerning the shearing resistance (Part 6)  Full Text: CiNii    1799-1800
Study of reinforced concrete cylindrical shell concerning the shearing resistance (Part 7)  Full Text: CiNii    1801-1802
Experimental Research on Stiffening Effect of Cylindrical Shell under Axial Compression  Full Text: CiNii    1803-1804
Experiment on the crack initiation of axially compressed cylindrical shells  Full Text: CiNii    1805-1806
Creep tests of ice dome in a long time : 3. Experiments of artificial ice on a coefficient of viscosity under the unconfined compression  Full Text: CiNii    1807-1808
Creep tests of ice dome in a long time : 4. Stationary creep analysis of ice dome structure by F. E. M. and an effect of sublimation on the creep  Full Text: CiNii    1809-1810
On Free Vibration Characteristics of Cylindrical Liquid Storage Tanks  Full Text: CiNii    1811-1812
A vibration test of a cylindrical shell with water on forced excited table  Full Text: CiNii    1813-1814
Prediction of Dynamic Instability Intensity of U-D Earthquakes for Domes  Full Text: CiNii    1815-1816
An Approximate Estimation on Stationary Vibration Response of Latticed Shells considering Initial Stresses  Full Text: CiNii    1817-1818
A Study on a Seismic Isolation Shell with a Edge Beam : Part1. Natural Vibration Analysis  Full Text: CiNii    1819-1820
A Study on a Seismic Isolation Shell with a Edge Beam : Part2. Fuzzy Vibration Control  Full Text: CiNii    1821-1822
Deformation Characteristics of Rigidly Jointed Single-layer Latticed Somes subjected to a Concentrated Load and Uniformed Pressure : Part. 1 on Deformation Characteristics  Full Text: CiNii    1823-1824
Deformation Characteristics of Rigidly Jointed Single-layer Latticed Somes subjected to a Concentrated Load and Uniformed Pressure : Part. 2 on Buckling Characteristics  Full Text: CiNii    1825-1826
Estimation of Elasto-Plastic Strength of Regidly Jointed Single-Layer Latticed Domes Under Distributed Load  Full Text: CiNii    1827-1828
On the Experiment of Buckling of Single-Layer Latticed Dome under Asymmetrical Gravity Loads : Part 1 Experimental Procedure and Results  Full Text: CiNii    1829-1830
On the Experiment of Buckling of Single-Layer Latticed Dome under Asymmetrical Gravity Loads : Part 2 The Comparison of Experimental Results with Numerical Analysis  Full Text: CiNii    1831-1832
Buckling Loads of Combined Lattice Shell  Full Text: CiNii    1833-1834
Buckling Behavior of Single Layer Latticed Barrel Vaults  Full Text: CiNii    1835-1836
Buckling loads of cylindrical reticulated shell roofs simply supported on the end walls : Buckling stress curve of members  Full Text: CiNii    1837-1838
Loading System for Buckling Tests of Double-Layer Truss Units  Full Text: CiNii    1839-1840
Numerical Analysis of Critical Behavior of Single-layer Lattice Dome by Incremental Perturbation Method  Full Text: CiNii    1841-1842
Linear Reduced Stiffness Buckling Analysis of Rigidly Jointed Single-Layer Latticed Domes  Full Text: CiNii    1843-1844
Influence of Imperfection Shapes on Buckling Loads of Single Layer Lattice Domes  Full Text: CiNii    1845-1846
Elasto-Plastic Buckling Simulation of Single Layered Unit Dome  Full Text: CiNii    1847-1848
Finite Element Method of Mixed Type Virtual Word Principle for Latticed Shell of Single Layer with Rigid Connection  Full Text: CiNii    1849-1850
Analysis of Space Structures applying Incremental Perturbation Method to Strain Hardening General Yield Hinge Method  Full Text: CiNii    1851-1852
An Experimental Study of the Woven Latticed Shells with uniformly distributed load : Part 1 : Measurement system and review of the experiment  Full Text: CiNii    1853-1854
An Experimental Study of the Woven Latticed Shells with uniformly distributed load : Part 2 : Buckling properties under uniformly distributed load  Full Text: CiNii    1855-1856
Development of Large-Scale Single-Layer Latticed Dome : (Part1) Compression Tests of Cast Steel Node  Full Text: CiNii    1857-1858
Development of Large-Scale Single-Layer Latticed Dome : (Part2) Stress Distribution and Axial Rigidity on Cast Steel Node  Full Text: CiNii    1859-1860
Development of Large-Scale Single-Layer Latticed Dome : (Part3) Bendinng Tests of Cast Steel Node  Full Text: CiNii    1861-1862
Development of Large-Scale Single-Layer Latticed Dome : (Part4) Prediction method of distortion and stress by Weldments  Full Text: CiNii    1863-1864
Development of Large-Scale Single-Layer Latticed Dome : Part5 Characteristics of Wind Pressures  Full Text: CiNii    1865-1866
Development of a Timber Single-Layer Lattice Shell Structure (Part1) : Experimental Study on Bolted-Joint System  Full Text: CiNii    1867-1868
Development of a Timber Single-Layer Lattice Shell Structure (Part2) : Analytical Study Considering with a Structural Behavior of Bolted-Joint System  Full Text: CiNii    1869-1870
Study on a Long Span Wooden Structure : Vol. 10 : The Relationships between Compressive Strain Inclined to the Grain and Axial & Bending Rigidity of Bolted Joint  Full Text: CiNii    1871-1872
Study on a Long Span Wooden Structure : Vol. 11 : Experimental Study on a Buckling Behavior of a Wooden Single-Layer Lattice Dome  Full Text: CiNii    1873-1874
Study on a Long Span Wooden Structure : Vol. 12 : Analytical Study on a Buckling Behavior of a Wooden Single-Layer Lattice Dome  Full Text: CiNii    1875-1876
Fundamental study on characteristic of a new joint system for long span single layer space frames : part1 : Experimental study on strength of joints  Full Text: CiNii    1877-1878
Fundamental study on characteristic of a new joint system for long span single layer space frames : part2 : Stress analysis of a whole space frame  Full Text: CiNii    1879-1880
Fundamental study on characteristic of a new joint system for long span single layer space frames : part3 : Experimental study on erecting frame unit  Full Text: CiNii    1881-1882
Bending Tests of Joint System of Tubular Space Truss  Full Text: CiNii    1883-1884
A Study on Mechanical Behavior of Trussed Structure with Eccentric Joints  Full Text: CiNii    1885-1886
A study of latticed dome with eccentric joinits : Part1 Structural system and Erection test  Full Text: CiNii    1887-1888
A study of latticed dome with eccentric joinits : Part2 Experimental study on the mechanical properties  Full Text: CiNii    1889-1890
A study of latticed dome with eccentric joinits : Part3 Mechanical effects by eccentricity  Full Text: CiNii    1891-1892
A study on buckling properties of paraallel chord grids with eccentric joints : Part1. Outline of experiments  Full Text: CiNii    1893-1894
A study on buckling properties of paraallel chord grids with eccentric joints : Part2. Eccentric joint and collapse mode  Full Text: CiNii    1895-1896
Experimental Studies of Vibration Behavior of Latticed Shells using Impulse Hammer Method : Part. 1 Apparatus Arrangement and Preliminary Measurement for Simple Models  Full Text: CiNii    1897-1898
Experimental Studies of Vibration Behavior of Latticed Shells using Impulse Hammer Method : Part. 2 Free Vibration of Latticed Dome  Full Text: CiNii    1899-1900
Study on Seismic Response and Vebration Control of Single-Layer Latticed Domes : Part1 Characteristics of Seismic Response  Full Text: CiNii    1901-1902
Study on Seismic Response and Vebration Control of Single-Layer Latticed Domes : Part2 Possibility of TMD Vibration Control for Domes  Full Text: CiNii    1903-1904
Study on Seismic Response and Vebration Control of Single-Layer Latticed Domes : Part3 Discussion of Vibration Control Technics  Full Text: CiNii    1905-1906
Fundamental Study on Elasto-plastic Response of Long Span Structures : Part3 : Formulation of Steady State Analysis by Finite Element Method  Full Text: CiNii    1907-1908
Fundamental Study on Elasto-plastic Response of Long Span Structures : Part4 : Study on Nonlinear Dynamics of Circular Arch  Full Text: CiNii    1909-1910
Elasto-plastic dynamic analysis for single layer reticular domes due to vertical and horizontal motions  Full Text: CiNii    1911-1912
Wave Propagation Properties of Lattice Structures  Full Text: CiNii    1913-1914
A Study on Vibrational Characteristics of Space Frames with Strings  Full Text: CiNii    1915-1916
Study on story-shear coefficients for high-rise latticed domes : (PART1) Response characteristics of domes subjected to horizontal earthquake motions  Full Text: CiNii    1917-1918
Study on story-shear coefficients for high-rise latticed domes : (PART2) Estimation of member stresses by static analysis  Full Text: CiNii    1919-1920
Multi steps control of space frame structures : Part1 : Formulation of governing equations and its application to space frames  Full Text: CiNii    1921-1922
Multi steps control of space frame structures : Parr2 : Vibration control of space frame structures by Semi-Mass-Damper  Full Text: CiNii    1923-1924
Multi steps control of space frame structures : Part3 : Comparison between experiment and numerical analysis for an arch model  Full Text: CiNii    1925-1926
Analysis of Complex Plate Structure with a Rectanglar Opening  Full Text: CiNii    1927-1928
Measuring results of the actual relation between temperature and thermal stress of the space truss : (Part2)  Full Text: CiNii    1929-1930
Study on a retractable domed stadium using parallel arch : Part2 : Outline of structural design  Full Text: CiNii    1931-1932
Study on a retractable domed stadium using parallel arch : Part3 : Aseismic design and dynamic analisys  Full Text: CiNii    1933-1934
Tangent Stiffness Equations for Laterally Loaded Members under Axial Forces : Part1. Basic Formulation  Full Text: CiNii    1935-1936
Tangent Stiffness Equations for Laterally Loaded Members under Axial Forces : Part2. Numerical Examples  Full Text: CiNii    1937-1938
Basic Study on Arch-Supported Tensile Membrane Structure : Part1 Outline of Structural System and Cutting Pattern  Full Text: CiNii    1939-1940
Basic Study on Arch-Supported Tensile Membrane Structure : Part2 Mechanical Behavior in Forming Shape and Static Loading Experiment  Full Text: CiNii    1941-1942
Study on Double Layer Cable-Net System with Membrane Element : Part. 1 Outline and Analysis  Full Text: CiNii    1943-1944
Study on Double Layer Cable-Net System with Membrane Element : Part. 2 Static Loading Experiment  Full Text: CiNii    1945-1946
Study on Double Layer Cable-Net System with Membrane Element : Part. 3 Free Vibration Test  Full Text: CiNii    1947-1948
Structural design of swimming arena with double layered cable-net membrane covering : Part1 Outline of structure  Full Text: CiNii    1949-1950
Structural design of swimming arena with double layered cable-net membrane covering : Part2 Seismic load  Full Text: CiNii    1951-1952
Basic Study on Structural Characteristics of Cable-Net Supported Strut-Type Membrane Structure : Part. 1 Mechanical Behavior in Forming Structure  Full Text: CiNii    1953-1954
Basic Study on Structural Characteristics of Cable-Net Supported Strut-Type Membrane Structure : Part. 2 Mechanical Behavior under Additional Loads  Full Text: CiNii    1955-1956
Vibration Experiment on the Mode of Suspension Membrain Structures : Part1 Schematic of Vibration Experiment  Full Text: CiNii    1957-1958
Vibration Experiment on the Mode of Suspension Membrain Structures : Part2 Experimental Result and Discussion  Full Text: CiNii    1959-1960
Study of vibration characteristics of a cable-net structure : Damping characteristics  Full Text: CiNii    1961-1962
Fluttering Behavior of Fabric Hung in Wind Tunnel Flow  Full Text: CiNii    1963-1964
Stress Analysis of Orthotropic Membrane under Inplane Torsion  Full Text: CiNii    1965-1966
Study on Load Carrying Capacity of Air-Inflated Beam Structures After Development of Wrinkling  Full Text: CiNii    1967-1968
Analysis of hysteresis characteristic of membrane material by a fabric lattice model considering unloading  Full Text: CiNii    1969-1970
Simulation on stress analysis of membrane structure including material characteristics  Full Text: CiNii    1971-1972
Experimental Study on Pre-bending Suspention Arch Structure made of LVL  Full Text: CiNii    1973-1974
Development of a Semi-Rigid Hanging Roof Structure Composed of Glulams and Steel Plates : Part1 Outline of the Structural System  Full Text: CiNii    1975-1976
Development of a Semi-Rigid Hanging Roof Structure Composed of Glulams and Steel Plates : Part2 Outline of the Structural Design  Full Text: CiNii    1977-1978
Development of a Semi-Rigid Hanging Roof Structure Composed of Glulams and Steel Plates : Part3 Tension Tests on Composite Member  Full Text: CiNii    1979-1980
Development of a Semi-Rigid Hanging Roof Structure Composed of Glulams and Steel Plates : Part4 Bending Tests on Composite Member  Full Text: CiNii    1981-1982
Development of a Semi-Rigid Hanging Roof Structure Composed of Glulams and Steel Plates : Part5 Study of the Wind Force and the Static Wind Load  Full Text: CiNii    1983-1984
Development of a Semi-Rigid Hanging Roof Structure Composed of Glulams and Steel Plates : Part6 Wind Response Analysis Considering the Geometrical Non-linearity  Full Text: CiNii    1985-1986
Study on Structural Property of Tower Consisted of Cables : Part1 : Basical Examination of Mechanical Characteristic  Full Text: CiNii    1987-1988
Structural characteristic of high-rise arch and dome with tension members  Full Text: CiNii    1989-1990
Linear Inverse Analysis for Truss Structures with Actuators  Full Text: CiNii    1991-1992
A practical design & construction of closed tension glazing system  Full Text: CiNii    1993-1994
Study on the Structural Behavior of a Cable Truss Wall System : Part1 Outline of Structural System and Stability Analysis  Full Text: CiNii    1995-1996
Study on the Structural Behavior of a Cable Truss Wall System : Part2 Outline on the cable truss and pre-tensioning tests  Full Text: CiNii    1997-1998
Study on the Structural Behavior of a Cable Truss Wall System : Part3 Load Bearing Test of a full-scale cable truss model  Full Text: CiNii    1999-2000
Study on the Structural Behavior of a Cable Truss Wall System : Part4 Modeling for Numerical Analysis  Full Text: CiNii    2001-2002
Design and Constraction of Glass Cubes for The Long・Term Credit Band of Japan H. Q. : Part1 Design of main structure  Full Text: CiNii    2003-2004
Design and Constraction of Glass Cubes for The Long・Term Credit Band of Japan H. Q. : Part2 Design of Tension Rod Supported Glazing  Full Text: CiNii    2005-2006
Experimental studies on Structual Dharacteristics of Hybrid Skeleton with Tension Strings : Part1 Outline of Experiment and Mechanical Behavior in Prestress-Introducing Test  Full Text: CiNii    2007-2008
Experimental studies on Structual Dharacteristics of Hybrid Skeleton with Tension Strings : Part2 Mechanical Behavior under Snow Load and Horizontal Load  Full Text: CiNii    2009-2010
Mechanical behavior of Hybrid Skeleton with Tension String (SKELSION) during Construction  Full Text: CiNii    2011-2012
Study on Structural Characteristics of Light-Weight Complex Structure Composed of Membrane and BSS during Construction : Part1 Tensile Control and Result of the Measurement of BSS during Construction  Full Text: CiNii    2013-2014
Study on Structural Characteristics of Light-Weight Complex Structure Composed of Membrane and BSS during Construction : Part2 Behavior of the Actual Building During Construction  Full Text: CiNii    2015-2016
A Study on Structural Characteristics of Light-Weight Complex Structure Composed of Membrane and BSS : Part. 3 Slip Behavior of Membrare on BSS  Full Text: CiNii    2017-2018
Development of Suspen-Dome : Part 2 : Loading tests of models  Full Text: CiNii    2019-2020
Development of Suspen-Dome : Part 3 : Cable tensioning of Hikarigaoka Dome  Full Text: CiNii    2021-2022
Basic Study on Mechanical Property of Hybrid Tension Dome Structure : Part. 1 Experimental for Cable-Type H. T. D with Small-Scale Model  Full Text: CiNii    2023-2024
Basic Study on Mechanical Property of Hybrid Tension Dome Structure : Part. 2 Analytic Study on Cable-Type H. T. D  Full Text: CiNii    2025-2026
Shape Analysis of Inverted Surface by using the Analysis of Unstable Structure  Full Text: CiNii    2027-2028
Numerical analysis of cable reinforced membrane structures using foldable finite elements  Full Text: CiNii    2029-2030
Shape Finding Analysis of Minimal Surface : Part1 : Proposal for Combined Vareational Functional  Full Text: CiNii    2031-2032
Shape Finding Analysis of Minimal Surface : Part2 : Application of Combined Variational Functional  Full Text: CiNii    2033-2034
Shape Finding Analysis of Minimal Surface : Part3 : Examples of Numerical Analysis  Full Text: CiNii    2035-2036
Shape Finding Analysis of Minimal Surface : Part4 : Numerical Analysis by using Quasi-Newton Method  Full Text: CiNii    2037-2038
On Shape finding Analysis by Using Hanging Membrane : Part1 : Theory  Full Text: CiNii    2039-2040
On Shape finding Analysis by Using Hanging Membrane : Part2 : Configration Analysis  Full Text: CiNii    2041-2042
On Shape finding Analysis by Using Hanging Membrane : Part3 : Stress Analysis  Full Text: CiNii    2043-2044
Interactive Visualization System for Shape Finding Analysis of Spatial Structure  Full Text: CiNii    2045-2046
Analytical Study for finding the shape of the unstable structure by using Neural Network and Combined Polygon Method  Full Text: CiNii    2047-2048
Maximum Buckling-Load-Shape And Minimum-Deformation-Shape  Full Text: CiNii    2049-2050
Topology design of space trusses for specified design strains  Full Text: CiNii    2051-2052
Approximate optimum design method of trusses for specified bifurcation load factor  Full Text: CiNii    2053-2054
Shape design method of cable networks for specified pretensioning forces  Full Text: CiNii    2055-2056
Study on Classification of Statically and Kinematically Indeterminate Frameworks  Full Text: CiNii    2057-2058
A New Possibility of Trussed Structure  Full Text: CiNii    2059-2060
Research for Diagonal & Variable Frame Structure-It's theorem and application  Full Text: CiNii    2061-2062
Leg Polygon Method : Part VII : Leg Polygon compound space  Full Text: CiNii    2063-2064
Design sensitivity analysis of elasto-plastic trusses subjected to cyclic loads  Full Text: CiNii    2065-2066
裏表紙  Full Text: CiNii   

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