TOP > CiNii Full Text Journal Directory > Architectural Institute of Japan > Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I > 1989

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I Architectural Institute of Japan 1989 (19890901)

表紙 / COVER Full Text: CiNii
目次 Full Text: CiNii	1-17
[OTHERS] Full Text: CiNii
Reliability Evaluation Considering Property of non-Gaussian Distributed Random Variable Part 6 : Probability Evaluation of Failure of Structural Systems Full Text: CiNii	1-2
Application of the 3 Point Estimate Method in System Reliability Analysis Full Text: CiNii	3-4
Reliability of Statically Indeterminate Frame subject to Nonlinear Behavior Full Text: CiNii	5-6
Influence of Normal Correlation Transformation on Reliability Estimates Full Text: CiNii	7-8
Response Variability and Reliability of Stochastic Beam : On Analogy to Random Vibration Theory Full Text: CiNii	9-10
Simplified Prediction of Maximum Inelastic Story Drifts for Multi-Story Buildings by Means of Cumulative Plastic Strain Energy Full Text: CiNii	11-12
A Study on Reliability Level of Steel Structure Based on Measured Data : Part 2 Statistics of Measured Data and Investigation on Reliability Index Full Text: CiNii	13-14
A Study on exceedance probability of combined load processes : Part-I Analytical solutions Full Text: CiNii	15-16
A Study on exceedance probability of combined load processes : Part-II Application to determination of load factors Full Text: CiNii	17-18
Stochastic Stress Variations for Orthotropic Elastic Plates Full Text: CiNii	19-20
On the level-exceeding duration in the serviceability limit state design Full Text: CiNii	21-22
Probability analysis of an aircraft crash : (Part 1) Crash site distribution function Full Text: CiNii	23-24
Estimation of Functional Failure Probability of Architecture based on Probabilistic Risk Assessment Approach Full Text: CiNii	25-26
Social contribution to decision of design load Full Text: CiNii	27-28
Consideration on Acceptable Safety Level in Structural Calculation Full Text: CiNii	29-30
An Investigation of Building Law : PartVI The Influence of Drafter on Structural Regulations Laying Emphasis on the Draft Bills of Tokyo City Building Ordinance Planned by Members of A. I. J. Full Text: CiNii	31-32
An Investigation of Building Law : PartVII Characteristics of Structural Regulations Laying Emphasis on the Draft Bills of Tokyo City Building Ordinance Planned by Members of A. I. J. Full Text: CiNii	33-34
Historical change for Standard of Detailing and Plaicing of Concrete Reinforsemant : Part 1. Before Promulgation of Building Standard Low Full Text: CiNii	35-36
Historical change for Standard of Detailing and Plaicing of Concrete Reinforsemant : Part 2. Afrer Tokachioki Earthquake Full Text: CiNii	37-38
Estimate of Live from Observed Column Strains : Part 1 Variation in Axial Load during Construction Full Text: CiNii	39-40
Stochastic Analysis of Live Load for Computer Rooms Full Text: CiNii	41-42
Studies on the Live of Guest Rooms : Part I Summary of the Method and Data concerning Questionnaires Full Text: CiNii	43-44
Studies on the Live of Guest Rooms : Part II Evaluation of the Data Questionnaire Full Text: CiNii	45-46
Earthquake Resistant Design of Single Story Frame with Sliding Floor Load Full Text: CiNii	47-48
Survey of the roof snow depth by aerial photogrammetry with a kite balloon Full Text: CiNii	49-50
The influence of meteorological on snow depth of roof Full Text: CiNii	51-52
Simplified numerical methods on long-term deformation process of unrestrained cut-and-cover trenches formed in subsurface of polar snow as a human living space : 1. Approximate evaluation on time-dependent hardening effect of mechanical properties of snow Full Text: CiNii	53-54
Simplified numerical methods on long-term deformation process of unrestrained cut-and-cover trenches formed in subsurface of polar snow as a human living space : 2. Properties of unsteady state temperature distribution in subsurface snow layer affected by seasonal fluctuation of air temperature Full Text: CiNii	55-56
Simplified numerical methods on long-term deformation process of unrestrained cut-and-cover trenches formed in subsurface of polar snow as a human living space : 3. Approximate solution of long-term creep on cross-sectional deformation of snow tunnels by F. E. M. Full Text: CiNii	57-58
Fundamental Study on Snowfall in Hokuriku Region : Part 1 : Relationship between snowfalls of main cities in Hokuriku : Region and sea surface temperatures of Japanese coast on the Japan Sea in 1976〜1986 Full Text: CiNii	59-60
Observation of surface wind at Myogame Promontory, Futtsu City Full Text: CiNii	61-62
Fundamental study on relationship between the wind speed ratio and the distance from the crest of hills or the height ratio Full Text: CiNii	63-64
The wind speed profile near ground level based on observation at urban areas Full Text: CiNii	65-66
Wind Tunnel Study on Air Flow in and around Tall Residential Building with Void Full Text: CiNii	67-68
A Surface Pressure Measurement of Lowrise structure Model in Gust Full Text: CiNii	69-70
Win -Induced Internal Pressures of Low-Rise Buildings in Natural Wind Full Text: CiNii	71-72
Measurement of air flow with splitfilm probe Full Text: CiNii	73-74
Surface-flow visualization by means of infrared thermography : Part 4 Two-dimensional rectangular model immersed in turbulent boundary layer Full Text: CiNii	75-76
Surface Drag Variation Due to Array Pattern of Cubic Blocks : Measurement of Surface Drag Force by Float Full Text: CiNii	77-78
On the flow and pressure field around three dimensional prisms Full Text: CiNii	79-80
A study on wind load acting on double composite exterior with intermedeate air layer Full Text: CiNii	81-82
Numerical Simulation of Wind Pressure Distributions on Claddings of Tall Building by Finite Element Analysis of Turbulent Flow Full Text: CiNii	83-84
Turbulent Flow Simulation around a Circular Cylinder in the Supercritical Reynolds Number Regime Full Text: CiNii	85-86
Wind induced vibration of a circular cylinder with a splitter plata Full Text: CiNii	87-88
Design Wind Loads for Beams Supporting Long-Span Roofs Full Text: CiNii	89-90
Characteristics of Wind Perssures on Membrance stretched over the Space Structure : Part 1 Distribution of Pressure Coefficents Full Text: CiNii	91-92
Characteristics of Wind Perssures on Membrance stretched over the Space Structure : Part. 2 Spectra and Peak Factor Full Text: CiNii	93-94
Characteristics of Wind Pressure on Cylindrical Shell Roofs Full Text: CiNii	95-96
Characteristics of wind pressure on Domed roofs : Part 1 Wind tunnel tests on mean pressure Full Text: CiNii	97-98
Characteristics of wind pressure on Domed roofs : Part 2 Wind tunnel tests on fluctuating pressure Full Text: CiNii	99-100
A Case Study of Wind pressure on An Open-type Suspensional Structure Full Text: CiNii	101-102
Characteristics of Wind Pressure on Large Span Roof of Cable-Reinforced Structure Which Side aer Opened : Part 1 Mean Wind Pressure (Model Type 6) Full Text: CiNii	103-104
Characteristics of Wind Pressure on Large Span Roof of Cable-Reinforced Structure Which Side aer Opened : Part 2 Fluctuating Wind Pressure (Model Type 6) Full Text: CiNii	105-106
An aero-elastic characteristics of one-way type's hanging roof with walls : An effect of structural mass and initial tension parameters on roof's displacements Full Text: CiNii	107-108
An aero-elastic characteristics of one-way type's hanging roof with walls : On the fluctuating velocities and pressures in rigid roof model Full Text: CiNii	109-110
An aero-elastic characteristics of one-way type's hanging roof with walls : On the fluctuating displacements and velocities in flexible roof model Full Text: CiNii	111-112
Response of low-rise cylindrical air-supported roofs in wind Full Text: CiNii	113-114
Response of Spherical Domes in Turbulent Flow Full Text: CiNii	115-116
Statistical characteristics of the fluctuating acroos-wind force Full Text: CiNii	117-118
Correlation Characteristics Between Horizontal Force Components and Torsional Moment in Wind Load Full Text: CiNii	119-120
Aerodynamic shape effects of tall buildings on vortex induced vibration : (Part2) Dynamic wind tunnel studies Full Text: CiNii	121-122
Effect of corner cutting on wind induced response of tall buildings Full Text: CiNii	123-124
Wind tunnel test on wind induced vibration of high rise buildings : Part-1 Effect of corner shape Full Text: CiNii	125-126
On the study of wind-induced vibrations of a tall building with a high aspect ratio Full Text: CiNii	127-128
Non-linear Vibrations of Thin Circular Cylindrical Shells in Cross Flow Full Text: CiNii	129-130
Tortional Response Analysis of Tall Building to Wind Loading Full Text: CiNii	131-132
Full Scale Measurements on Wind Pressure and Response of a High-Rise Building : Part 3. Measurement Results of Response Accelerations Full Text: CiNii	133-134
Full Scale Measurements on Wind Pressure and Response of a High-Rise Building : Part 4. Comparison with Wind Tunnel Testing Value for Wind Pressures Full Text: CiNii	135-136
Numerical Experiment on Wind-induced Vibration of Chiba Port Tower : Part 1 Characteristics of Wind Forces Full Text: CiNii	137-138
Numerical Experiment on Wind-induced Vibration of Chiba Port Tower : Part 2 Response Analysis Full Text: CiNii	139-140
Wind Tunnel Test on Wind-Induced Failure of Roof-Blocks in Roof Insulation System : 1. Experiment Arrangement and outline of the test results Full Text: CiNii	141-142
Wind Tunnel Test on Wind-Induced Failure of Roof-Blocks in Roof Insulation System : 2. Effect of air layer between blocks and roof surfaces Full Text: CiNii	143-144
Identification of Site-Specific Earthquike Ground Motions Using Kinematic Fault Model and ARMA Model Full Text: CiNii	145-146
Effect of Nonstationary Earthquake Occurrences on Seismic Hazard by a Time Predictable Model Full Text: CiNii	147-148
Seismic Hazard Analysis in Japanese Central Area : Part 1 : Purposes of Research, Analytical Methods and Model Parameters Full Text: CiNii	149-150
Seismic Hazard Analysis in Japanese Central Area : Part 2 : Analytical Results based on Historical Earthquake Records and Active Fault Data Full Text: CiNii	151-152
Seismic Hazard Analysis in Japanese Central Area : Part 3 : Totalization of Analytical Results based on Historical Earthquake Records and Active Fault Data Full Text: CiNii	153-154
Study On Seismic Input To Apartment Houses of HUDC : Part-9 Application To 5 Storied Box-Type Reinforced Concrete Houses Full Text: CiNii	155-156
DYNAMIC CHARACTERISTICS OF HIGH-RISE BUILDINGS IN 1980' IN JAPAN Full Text: CiNii	157-158
A Study on Impulsive Force in Impact Phenomena : Part1. FEM Analysis of Beam and Plate Models Full Text: CiNii	159-160
A Study on Impulsive Force in Impact Phenomena : Part2. Effect of Material Nonlinearity on Plate Model Full Text: CiNii	161-162
Study on Strength of Glass for Impact Loading : Part. 1 Simulation of Drop Ball Testing Full Text: CiNii	163-164
A Study on Comfortable Evaluation of Vertical Vivration : Part I Summary of Experiment and Analysis of Content Expressed in Words from the Point of View of Comfort Full Text: CiNii	165-166
A Study on Comfortable Evaluation of Vertical Vivration : Part II The Influence of Work Capacity and a Examination on the Limit to Work Full Text: CiNii	167-168
A Study on Comfortable Evaluation of Vertical Vibration : Part III Analysis of Questionnaires on Comfortable Quantity Full Text: CiNii	169-170
A Study on Comfortable Evaluation of Vertical Vivration : Part IV Comparison of Difference on Measure of Evaluation for Comfortable Quantity Full Text: CiNii	171-172
A Study on Comfortable Evaluation of Vertical Vivration : Part V Comparison between the Past Literature and these Reports and Generalization Full Text: CiNii	173-174
Study on Vibration Characterisctis of 3D Embedded Rigid Foundations by Hybrid Method : Part 1 : Analytical Method and Fundamental Investigation Full Text: CiNii	175-176
Study on Vibration Characterisctis of 3D Embedded Rigid Foundations by Hybrid Method : Part 2 : Dynamic Characteristics of Embedded Rigid Fundations Full Text: CiNii	177-178
Dynamic analysis of multiple cavity in the shape of embedded foundations under a forced SH disturbance Full Text: CiNii	179-180
Study on Dynamical Characteristics of Water-Saturated Soil Ground (Part-2) Full Text: CiNii	181-182
On a dynamically nonlinear analysis of soil-structure system with patial uplift of rigid foundation Full Text: CiNii	183-184
Foundation Vibrations on a Transversely Isotropic Medium : Part5 Rectangular Foundations Subjected to a Horizontal and Rotational Load Full Text: CiNii	185-186
EVALUATION OF RESPONSE TO POINT LOAD EXCITATION ON SEMI-INFINITE ELASTIC MEDIUM Full Text: CiNii	187-188
Dynamic Responses of Foundation embedded in Transversely Isotropic Medium : Part IV : Emibedded Foundation in Plane-Strain Condition Full Text: CiNii	189-190
Vibration of Semi Infinite Medium to Rotational and Torsional Excitation : Part 1. Vertical Rectangular Plane Full Text: CiNii	191-192
Vibration of Semi Infinite Medium to Rotational and Torsional Excitation : Part 2. Horizontal Rectangular Plane Full Text: CiNii	193-194
Stress Distribution of Rigid Vertical Rectangular Plate in Half Space due to Harmonic Horizontal Excitation Full Text: CiNii	195-196
Application of Cloning Algorithm to the Axisymmetrical Interaction Problem Full Text: CiNii	197-198
A Study on Seismic Response of Vielding Structure-Soil System : Part 1 : Steady-State Response by Equivalent Linearization Method Full Text: CiNii	199-200
Dynamic Interaction between Soil and Structure : Part 3 : The Wigner Distribution Full Text: CiNii	201-202
Effect of Soil Property on Earthquake Response of Soil-Structure System Full Text: CiNii	203-204
Interaction Analysis between Soil and The Structure Supported with Piles : Part. 1 The Outline and Fundamental Studies of Soil Full Text: CiNii	205-206
Dynamical analysis of interaction systems composed of upper structure, foundation and its surrounding half space due to obliquely incident SH waves Full Text: CiNii	207-208
Dynamic Characteristics of Soil-Foundation-Structure System (Part 3) Full Text: CiNii	209-210
Dynamical Characteristics of Structure-Embedded Foundation Interaction system by Direct Integral Methods Full Text: CiNii	211-212
Dynamic Response of Multiple Foundations Embedded in a Layered Harf-Space Full Text: CiNii	213-214
Study on the Vibrational Characteristics of Buildings (Preliminary Notes) : On the Relation between the Natural Period of the Buildings and the Rigidity of the Ground Full Text: CiNii	215-216
Response Analysis Method in Time Domain with Dynamic Stiffness or Dynamic Flexibility of Soil in Frequency Domain : Part1 : Fomulation Using FFT algorithm with Causality Condition Full Text: CiNii	217-218
Response Analysis Method in Time Domain with Dynamic Stiffness or Dynamic Flexibility of Soil in Frequency Domain : Part2 : Numerical Examples Full Text: CiNii	219-220
Three Dimensional Analysis of Dynamic Soil-Structure Interaction with the Thin Layered Soil Model Full Text: CiNii	221-222
Nonlinear Responses of Circular Foundation on Layered Media for Vertical Vibration Full Text: CiNii	223-224
Basic Study on Substructure Method for Soil-Structure Interaction : Part3 Earthquake Response Analysis of Embedded Structure Using Layered Rigid Slab Model Full Text: CiNii	225-226
Comparison between nonlinear analysis by "The deformation model of soils under combined stress" and equivalent-linear analysis Full Text: CiNii	227-228
A study on the solution for vertical point exciting force of the elastic half space : The davelopment by regular Hankel function Full Text: CiNii	229-230
A Study on the Impulse Response Functions of Embedded Foundation : Part 1 : Approximate Expressions of Impedance Function Full Text: CiNii	231-232
A Study on the Impulse Response Functions of Embedded Foundation : Part 2 : Semi-Analytical Forms of Impulse Response Function Full Text: CiNii	233-234
Verigication Study on Nonlinear Soil-Structure Interaction by Correlation Analysis with Shaking Table Test : Part 1. Investigation of Material Nonlinearity Full Text: CiNii	235-236
Verigication Study on Nonlinear Soil-Structure Interaction by Correlation Analysis with Shaking Table Test : Part 2. Investigation of Geometric Nonlinearity Full Text: CiNii	237-238
Dynamic Impedance Function Based on Forced Vibration Test Results : Considering Non-Diagonal Terms Full Text: CiNii	239-240
Improvement of Experimental Technique Using Impulse Response for Soil-Structure Interaction problems Full Text: CiNii	241-242
Dynamic effect of the backfilled soil on the rigid cylindrical foundation (Part 1) Full Text: CiNii	243-244
Dynamic effect of the backfilled soil on the rigid cylindrical foundation (Part 2) Full Text: CiNii	245-246
Dynamic Behavior of a High-Rise Building near Tokyo Bay during Earthquakes : Part-1 Outline of Structural Design and Earthquake Observation Full Text: CiNii	247-248
Dynamic Behavior of a High-Rise Building near Tokyo Bay during Earthquakes : Part-2 Observed Results by Accelerometers Full Text: CiNii	249-250
Dynamic Behavior of a High-Rise Building near Tokyo Bay during Earthquakes : Part-3 Observed Results by Earth Pressure Cells Full Text: CiNii	251-252
Earthquake Response Records of Building Structure on Artificial Reclaimed Island : Part 1 Response of Upper Structure Full Text: CiNii	253-254
Earthquake Response Records of Building Structure on Artificial Reclaimed Island : Part 2 Response of Soil Ground Full Text: CiNii	255-256
Earthquake Response Records of Building Structure on Artificial Reclaimed Island : Part 3 Response of Pile-Structure System Full Text: CiNii	257-258
Seismic Capacity Evaluation of Buildings Considering Soil-Structure Interaction : Part 1 Outline of Evaluation Method Full Text: CiNii	259-260
Seismic Capacity Evaluation of Buildings Considering Soil-Structure Interaction : Part 2 Evaluation of Seismic Response of Ground Surface Full Text: CiNii	261-262
Seismic Capacity Evaluation of Buildings Considering Soil-Structure Interaction : Part 3 Evaluation of Seismic Response of Buildings Full Text: CiNii	263-264
Seismic Design Force on the Embedded Part of the Structure : (Part3) Seismic Force on the Embedded Part Considering Effect of Adjacent Structure Full Text: CiNii	265-266
Earthquake Observation of Deeply Embedded Building Structure : Part 1 Outline of Earthquake Observation System and Observed Earthquakes Full Text: CiNii	267-268
Earthquake Observation of Deeply Embedded Building Structure : Part 2 Analysis of Observed Earthquake Records Full Text: CiNii	269-270
Earthquake Observation of Soft Ground-Pile-Building : Part6 Acceleration Full Text: CiNii	271-272
Earthquake Observation of Soft Ground-Pile-Building : Part7 Bending Moment of Pile Full Text: CiNii	273-274
Experimental Study on Horizontal Seismic Forces on Pile Foundation Full Text: CiNii	275-276
Seismic response analysis of grouped pile foundations using substructure method : Part I Formulation of seismic response analysis of grouped pile Full Text: CiNii	277-278
Seismic response analysis of grouped pile foundations using substructure method : Part II Sway impedance and input motion of grouped pile foundation Full Text: CiNii	279-280
Dynamic Behavior of Soil-Pile System Based on Seismic Observation Full Text: CiNii	281-282
Earthquake Response Method for Pile-Foundation Structure : Part-1 : Outline of Forced Vibration Tests Full Text: CiNii	283-284
Earthquake Response Method for Pile-Foundation Structure : Part-2 : Resonance and Phase-Lag Curves Full Text: CiNii	285-286
Earthquake Response Method for Pile-Foundation Structure : Part-3 : Dynamic Impedance Functions Full Text: CiNii	287-288
Earthquake Response Method for Pile-Foundation Structure : Part-4 : Correlation Analyses Full Text: CiNii	289-290
Earthquake Response Method for Pile-Foundation Structure : Part-5 : Input Earthquake Ground Motion Full Text: CiNii	291-292
Earthquake Response Method for Pile-Foundation Structure : Part-6 : Earthquake Response Analyses Full Text: CiNii	293-294
EARTHQUAKE RESPONSE ANALYSES OF PILE-SUPPORTED BUILDING BY USING THIN LAYER METHOD Full Text: CiNii	295-296
Characteristics of Soil-Pile-Cap System in Vibration Full Text: CiNii	297-298
A Physical Approximation for Pile-Head Impedances of A Soil-Pile System in Horizontal Vibration Full Text: CiNii	299-300
Vibration of Pile Groups with Softer Zone : Horizontal Excitation at the Pile Top Full Text: CiNii	301-302
Dynamic Strain of Prestressed High Strength Concrete Pile due to Harmonic Excitation Full Text: CiNii	303-304
Analysis of Vibratory Behavior of Single Pile in Horizontal Direction by Application of Point Load Solution in Layered Media Full Text: CiNii	305-306
BASIC STUDY ON DYNAMIC CHARACTERISTICS OF PILE GROUP : PART1 : A STUDY ON DYNAMIC PILE-GROUP EFFECTS Full Text: CiNii	307-308
BASIC STUDY ON DYNAMIC CHARACTERISTICS OF PILE GROUP : PART2 : A STUDY ON PILE FORCES UNDER SEICEMIC LOADS Full Text: CiNii	309-310
Vibration Tests of Single and Group Piles in Small Numbers : Part 1 : Acceleration Caused by Shocks of Pile Driving Full Text: CiNii	311-312
Model studies on Pile-Soil Dynamic Interaction Problem Full Text: CiNii	313-314
Earthquake Observation and Analysis of Pile-Supported Buildings Structure : Part 1 Outline of Earthquake Observation and Investigation of Shear Wave Velocities Full Text: CiNii	315-316
Earthquake Observation and Analysis of Pile-Supported Buildings Structure : Part 2 Analysis of Observed Earthquake Records Full Text: CiNii	317-318
Earthquake Observation and Analysis of Pile-Supported Buildings Structure : Part 3 Transfer Characteristics of the Surface Ground Based on Analysis of Observed Earthquake Records Full Text: CiNii	319-320
Observation of Seismic Motions through a Pile Supported Medium Rise SRC Building Full Text: CiNii	321-322
A Study of Dynamic Characteristics of Piles by Microtremours Observation Full Text: CiNii	323-324
Dynamic Characteristics of Structures Considering Uplift-Rocking Deflection of Foundation : Part 3 Earthquake Responses Using the Non-Linear Rocking Spring Full Text: CiNii	325-326
Response Analyses on 2-dimensional Frames with Piled Foundations Full Text: CiNii	327-328
On Response Characteristics of Structures Subjected to Multiple Excitations (Part 21) Full Text: CiNii	329-330
On Response Characteristics of Structures Subjected to Multiple Excitations (Part 22) Full Text: CiNii	331-332
Elasto-plastic Dynamic Behaviors of The Building Frames Subjected to 2D Earthquake Motion : Part 1 The column/girder Strength Ratio Required to Create a Weak-girder Frame Full Text: CiNii	333-334
Elasto-plastic Dynamic Behaviors of The Building Frames Subjected to 2D Earthquake Motion : Part 2 Damage Concentrations of The Building Frames Including Brittle Members Full Text: CiNii	335-336
Vertical Amplitude Characteristic of Building by Studying on Earthquake Observation Records Full Text: CiNii	337-338
Estimation of Damage to Buildings by Strong Ground Motions in the Odawara Basin : Part 5 Earthquake Measurements in School Buildings : 1 Full Text: CiNii	339-340
Aseismic Safety Evaluation of R/C Buildings Composed of Long Columns, Short Columns and Shear Walls : III. Case Study - Effect of Predominant Preriod of Ground(TG), Epicentral Distance(△) Full Text: CiNii	341-342
Earthquake observation in the building with long configuration : (No. 2) On characteristics of response spectra of observed earthquakes Full Text: CiNii	343-344
Earthquake observation in the building with long configuration : (No. 3) On characteristics of response in transversal direction of building related to direction of epicenter Full Text: CiNii	345-346
Pseudo Dynamic Testing Using Substructuring Techniques : Part 6 : Accuracy Characteristics of Operator-Splitting Method Full Text: CiNii	347-348
Pseudo Dynamic Testing Using Substructuring Techniques : Part 7 : Analytical Evaluation of Substructure Pseudo Dynamic Test with Rotation Control Full Text: CiNii	349-350
Pseudo Dynamic Testing Using Substructuring Techniques : Part 8 : Substructure Pseudo Dynamic Test with Rotation Control Full Text: CiNii	351-352
Pseudo Dynamic Testing Using Substructuring Techniques : Part 9 : Application of Substructure Pseudo Dynamic Test to Base Isolated Structure Full Text: CiNii	353-354
Pseudo Dynamic Testing Using Substructuring Techniques : Part 10 : Comparison with Pseudo Dynamic and Shaking Table Tests Applied to Overall Structure Full Text: CiNii	355-356
Pseudo Dynamic Testing Using Substructuring Techniques : Part 11 : Application to Substructure Pseudo Dynamic Test with Real Time Control Full Text: CiNii	357-358
Pseudo Dynamic Testing Using Substructuring Techniques : Part 12 : Summary on Applicability of Substructure Pseudo Dynamic Test Full Text: CiNii	359-360
A Numerical Study on Pseudo-dynamic Buckling Test Technique of Short Cylindrical Shells Full Text: CiNii	361-362
Dynamic Characteristics of Fukuoka Tower : Part1 General Full Text: CiNii	363-364
Dynamic Characteristics of Fukuoka Tower : Part2 Dynamic Tests in Wind Tunnel Full Text: CiNii	365-366
Dynamic Characteristics of Fukuoka Tower : Part3 Results of Dynamic Tests Full Text: CiNii	367-368
Vibration Test of the 23-Story SRC Building : Part 1 : Outline of Experiments Full Text: CiNii	369-370
Vibration Test of the 23-Story SRC Building : Part 2 : Results of Experiments Full Text: CiNii	371-372
Man-excited Vibration Test of a 25 Story SRC Structure Full Text: CiNii	373-374
Estimation of Stiffness for Each Story of Buildings from Analysis Transfer Function through Microtremor Measurement Full Text: CiNii	375-376
Study on the Damping Characteristics of Reinforced Concrete Structure Full Text: CiNii	377-378
Earthquake Resistance of a Steel Frame Apartment House with Precast Concrete Panels : Earthquake Observations of an Existing Building : Part17. Earthquake Records XII Full Text: CiNii	379-380
Dynamic Characteristics of World Trade Center Full Text: CiNii	381-382
HISTORYCAL TRACE OF MICROTREMORS : IN CASE OF FOUNDATION AND FULL WEIGHT Full Text: CiNii	383-384
Vibrational Characteristics of Floor Structure : Part XI : Vibrational Characteristics of Floor Structures with Orthotropy Full Text: CiNii	385-386
Vibrational Characteristics of Floor Structure : Part XII : Calculations of Vibration on Connected Multi Floor Structures Full Text: CiNii	387-388
Energy Response of Buildings with Restoring-Force-Characteristics affected by Bauschinger Effect Full Text: CiNii	389-390
Optimum design and earthquake response constrained design of shear beam models of a building frame Full Text: CiNii	391-392
Elasto-Plastic Dynamic Analysis of Reinforced Concrete Plates and Shells Full Text: CiNii	393-394
Nonlinear Ooscillations of Finitely Long Curved Plates Under Supersonic Flow Full Text: CiNii	395-396
Dynamic Analysis of a Space Structure using Membrane Element Model Full Text: CiNii	397-398
Sequential Optimal Sandwich Plate Genetator for Frequency Ranges Full Text: CiNii	399-400
Simulation of response of crane structures : Part 3. An accuracy check for calcurated response to vertical acceralation of lifting loads Full Text: CiNii	401-402
A Study on Characteristics of Floating Foundation for Shaking Table : Part 1 Measurement Results at Random Vibration Full Text: CiNii	403-404
A Study on Characteristics of Floating Foundation for Shaking Table : Part 2 Measurement Results at Sine-Vibration Full Text: CiNii	405-406
A Study of Intensity Index on Earthquake Motion, for Structure using Base Isolation System Full Text: CiNii	407-408
Torsional Response of Base Isolated Buildings Full Text: CiNii	409-410
On simplified estimation of torsional response due to randomness of isolation pads' characteristics Full Text: CiNii	411-412
Base Isolated Building Having Irregular Plan Full Text: CiNii	413-414
Study on Torsional Response of Isolated Building with Elasto-Plastic deformation Full Text: CiNii	415-416
A Study on Dynamic Behavior of Base Isolated Structure : Part VI Numerical Analysis using Three Dimensional FEM Model - second Report Full Text: CiNii	417-418
Responses of Base Isolated Structure Subject to 2-Dimensional Earthquake Motion Full Text: CiNii	419-420
Vibration Properties of Base Isolated Building using Lead Rubber Bearing Full Text: CiNii	421-422
On Earthquake Response Analysis of Base-isolated Structural System with Stochastically Eqivalent Linearization Method (Part 1) Full Text: CiNii	423-424
On Earthquake Response Analysis of Base-isolated Structural System with Stochastically Eqivalent Linearization Method (Part 2) Full Text: CiNii	425-426
Feasibility Study of Base Isolated Structure : Base Isolation System for High Rised Reinforced Concrete Building Full Text: CiNii	427-428
A Study on Earthquake Base Isolation System Using Laminated Bearing : (part9) Results of Simulation Analysis of Base Isolation Building Full Text: CiNii	429-430
Study on the Development of Base Isolation Systems : Part2 Discussion on the Mechanism for Supporting Vertical Load Acting on High-Damping Laminated Rubber Bearings Full Text: CiNii	431-432
Study on the Development of Base Isolation Systems : Part 3 Constoruction of the Base Isolated Building with High-Damping Laminated Rubber Bearings Full Text: CiNii	433-434
Study on the Development of Base Isolation Systems : Part 4 Vibration Tests of Base Isolated Building with High Damping Laminated Rubber Bearings Full Text: CiNii	435-436
Base Isolation System for Earthquake Protection and Vibration of Structures : Part 16 Shaking Table of Hybrid Rubber Bearing Full Text: CiNii	437-438
Base Isolation System for Earthquake Protection and Vibration of Structures : Part 17 Gumbush for Steel Rod Dumper Full Text: CiNii	439-440
Base Isolation System for Earthquake Protection and Vibration Isolation of structures : Part 18 Earthquake Response Analysis of structure with Buffers and Gumbush for Steel Rod Damper Full Text: CiNii	441-442
Base Isolation System for Earthquake Protection and Vibration Isolation of structures : Part 19,Bi-axial Loading Tests and Simulation Analysis of Laminated Rubber Bearing with Lead Core Full Text: CiNii	443-444
Aseismic Proving Test of Isolation System for FBR : (Part 1)Seisimic Isolation Test Program Full Text: CiNii	445-446
Aseismic Proving Test of Isolation System for FBR : (Part 2)Comparison of Seismic Isolation Concepts for FBR Full Text: CiNii	447-448
Aseismic Proving Test of Isolation System for FBR : (Part 3)Test on Large-Scale Seisimic Isolation Elements Full Text: CiNii	449-450
Aseismic Proving Test of Isolation System for FBR : Part 4. Tentative design response spectrum for seismically isolated FBR Full Text: CiNii	451-452
Aseismic Proving Test of Isolation System for FBR : (PART 5)Study on Reliability Assessment of Isolated Building Full Text: CiNii	453-454
Studies on Practical Response Control Techniques for Building Structures : Part 7 : Efficiency Tests of peripheral Restraining Type Rubber Bearing and Vibration Tests of Model Structure Full Text: CiNii	455-456
Studies on Practical Response Control Techniques for Building Structures : Part 8 : Effeciency Tests for Pads Using High Damping Rubber Full Text: CiNii	457-458
Study on Earthquake Base Isolation System : Part 7 Free Vibration Test Full Text: CiNii	459-460
Study on Earthquake Base Isolation System : Part 8 Forced Vibration Test and Simulation Analysis Full Text: CiNii	461-462
Shaking Table Test on Ultimate Behavior of Base-Isolated Structure Supported by Rubber Bearings : Part I Outline of Experiment and Element test Results Full Text: CiNii	463-464
Shaking Table Test on Ultimate Behavior of Base-Isolated Structure Supported by Rubber Bearings : Part II Response of Structure under Large Deformation of Rubber Bearings Full Text: CiNii	465-466
Shaking Table Test on Ultimate Behavior of Base-Isolated Structure Supported by Rubber Bearings : PartIII Failure Characteristics of Rubber Bearings Full Text: CiNii	467-468
Amplitude- and Temperature-Dependency of Dynamic Characteristics of a Base-Isolated Structure with High Damping Rubber Bearing during Earthquake Response Full Text: CiNii	469-470
Observed Earthquake Record of a Base-Isolated Building using LRB : Part 1 : 1988 3. 18 Tokyo-to Tobu Earthquake Full Text: CiNii	471-472
Earthquake Response Behavior of Base Isolated Buildings on Soft Ground Full Text: CiNii	473-474
Large Deformation Analysis of the Base Isolator in Three Dimensions by Superposing Some Modes Full Text: CiNii	475-476
The Research study on Earthquake Base Isolation System : Structural Experiment for Full Scale Multi Rubber Bearing Full Text: CiNii	477-478
Study on Earthquake Base Isolation System for Structure : Part 21. Ultimate Braking Tests of Natural Rubber Bearings Full Text: CiNii	479-480
Study on Earthquake Base Isolation System : Dynamic Test of Base Isolation Device Full Text: CiNii	481-482
THE RESEARCH STUDY OF ASEISMIC ISOLATION SYSTEM BY THE ENFORCEMENT CONSTRUCTION : 19. CREEP TEST OF FULL SCALE LAMINATED RUBBER BEARING II Full Text: CiNii	483-484
THE RESEARCH STUDY OF ASEISMIC ISOLATION SYSTEM BY THE ENFORCEMENT CONSTRUCTION : 20. TEST OF FULL SCALE LEAD DAMPER V Full Text: CiNii	485-486
Study and Development of Seismic Base Isolation System : Part 7. Dynamic Characterization of Viscoelastic Damper Full Text: CiNii	487-488
Study and Development of Seismic Base Isolation System : Part 8. Comparative Earthquake Observation of Model Structures Full Text: CiNii	489-490
Development of Base Isolation Devices and Earthquake Response Analysis : Part 6 Tension-Searing Test of A Steel-laminated-rubber Isoiator Full Text: CiNii	491-492
Study on Fire Resistance of Steel-Laminated Rubber Bearings : (Part 2) Fire Tests of Protected and Unprotected Rubber Bearing Full Text: CiNii	493-494
Realization of Safety Support System for Base-Isolated Structures : Part 1. Design and Performance Test of Horizontal Stopper Full Text: CiNii	495-496
Research & Development on Base Isolation System : Part 1 Experimental Stydy on Steel Damper Full Text: CiNii	497-498
Shaking Table Test of a Base Isolated Floor System Full Text: CiNii	499-500
Development of 3-D Isolation Floor with a Direction Converter of Vibration for Vertical Isolation : Part 1 : Vibration Tests Full Text: CiNii	501-502
Development of 3-D Isolation Floor with a Direction Converter of Vibration for Vertical Isolation : Part 2 : Numerical Analysis Full Text: CiNii	503-504
A Study on Base Isolation of Equipments by Shaking Table Test Full Text: CiNii	505-506
An experimental research on Active Mass Damper : Part 1 Effect of various parameters on damping effeciency Full Text: CiNii	507-508
An experimental research on Active Mass Damper : Part 2 Comparison with test results and simulations Full Text: CiNii	509-510
Study on Active Dual Axis Mass Damper : Part1 Plan of Experimental Study Full Text: CiNii	511-512
Study on Active Dual Axis Mass Damper : Part2 Scheme of simulation with actual AMD Full Text: CiNii	513-514
Study on Active Dual Axis Mass Damper : Part3 Results of simulation with actual AMD Full Text: CiNii	515-516
Study on Active Dual Axis Mass Damper : Part 4 Results of Shaking Table Tests Full Text: CiNii	517-518
Active Vibration Control System for High-rise Buildings : (Part 1) Outline of Active Vibration Control System Full Text: CiNii	519-520
Active Vibration Control System for High-rise Buildings : (Part 2) Vibration Control for Earthquake Ground Motions Full Text: CiNii	521-522
Active Vibration Control System for High-rise Buildings : (Part. 3) Vibration Control for Wind Forces Full Text: CiNii	523-524
Study on Active vibration control method using Magnetic force generator : Part4 : Active microtremor isolation system Full Text: CiNii	525-526
Study on Active vibration control method using Magnetic force generator : Part5 : Dynamic characteristics of active microtremor isolation system Full Text: CiNii	527-528
Study on Active vibration control method using Magnetic force generator : Part6 : Experimental and analytical results of Active vibration control building Full Text: CiNii	529-530
a study on the combination with passive & active control system Full Text: CiNii	531-532
A Study on A Semi-Active Vibration Control System for Structural Control Full Text: CiNii	533-534
NEW DESIGN PHILOSOPHY OF DYNAMIC INTELLIGENT BUILDING : Part. 4 DIB Response Spectra - D. P. Optimal Control Active Control Force System Full Text: CiNii	535-536
NEW DESIGN PHILOSOPHY OF DYNAMIC INTELLIGENT BUILDING : Part. 5 Seismic Design Force for Structure with Active Control System Full Text: CiNii	537-538
Generalized Optimal Control Systems for Civil Engineering Structures (Part 1) Full Text: CiNii	539-540
Generalized Optimal Control Systems for Civil Engineering Structures (Part 2) Full Text: CiNii	541-542
A study of instantaneous optimal control systems for combined structures Full Text: CiNii	543-544
Study on Vibration Control Structure in case of Froating Foundation System by using Magnetic Force Full Text: CiNii	545-546
A Comparative Study for Control Algorithm of SDOF Structurs : Part 1 On Algorithm for Fixed Commanded Control Full Text: CiNii	547-548
Comparative Study for Control Algorithm of SDOF Structures : Part II On Procedures for Tracking Problems Full Text: CiNii	549-550
A Comparative Study for Control Algorithm of SDOF Structures : Part III On Properties of The Presented Procedures Full Text: CiNii	551-552
A MODE CONTROL METHOD FOR STRUCTURES WITH ACTIVE-CONTROL DEVICES AND/OR PASSIVE-CONTROL ONES : PART 1 : CONTROL STRATEGY Full Text: CiNii	553-554
A MODE CONTROL METHOD FOR STRUCTURES WITH ACTIVE-CONTROL DEVICES AND/OR PASSIVE-CONTROL ONES : Part II An Experimentaly Study to Verify the Philosophy of Control Low Full Text: CiNii	555-556
A MODE CONTROL METHOD FOR STRUCTURES WITH ACTIVE-CONTROL DEVICES AND/OR PASSIVE-CONTROL ONES : PART3 : APPLICATION OF THE MODE CONTROL METHOD TO TWO DOF PASSIVELY CONTROLLED STRUCTURES Full Text: CiNii	557-558
A MODE CONTROL METHOD FOR STRUCTURES WITH ACTIVE-CONTROL DEVICES AND/OR PASSIVE-CONTROL ONES : PART IV : DYNAMIC PROPERTIES OF TWO DOF STRUCTURES Full Text: CiNii	559-560
A MODE CONTROL METHOD FOR STRUCTURES WITH ACTIVE-CONTROL DEVICES AND/OR PASSIVE-CONTROL ONES : PART V : REQUIRED CONTROL FORCE AND CONTROL ENERGY FOR TWO DOF STRUCTURES Full Text: CiNii	561-562
A Study on Vibration Control Systems of Structures : Part 5 Theory of Absolutely Isolated 4 Stories Model Full Text: CiNii	563-564
A Study on Vibration Control Systems of Structures : Part 6 Tests of Absolutely Isolated 4 Stories Model Full Text: CiNii	565-566
Fundamental Experiment of Seismic Response Control with Active Variable Stiffness System : (Part-1) Experimental Method Full Text: CiNii	567-568
Fundamental Experiment of Seismic Response Control with Active Variable Stiffness System : (Part-2) Experimental Results and Simulation Analyses Full Text: CiNii	569-570
Seismic responses of braced frames with histeretic dampers Full Text: CiNii	571-572
Study of a Vibration Damper System for High-Rise Structures : Part 1. Outline of the System and Tests Full Text: CiNii	573-574
Study of a Vibration Damper System for High-Rise Structures : Part 2. Characterization of Dampers Full Text: CiNii	575-576
Research on Vibration Control of high-rise building : part2. Effect of Long-period Ground Motion on people in high-rise building : Analysis Full Text: CiNii	577-578
Research on Vibration Control of high-rise building : part1. Effect of Long-period Ground Motion on people in high-rise building : Investigation Full Text: CiNii	579-580
A Theoretical Approoach to Wind-Induced Responses for a Tall Building with a Tuned Mass Damper Full Text: CiNii	581-582
Experiments on resonance of a steel mast antenna with dynamic dampers Full Text: CiNii	583-584
Observation Results on Vibration Control Effects of Tuned Mass Damper in Large Span Structures Full Text: CiNii	585-586
Study on Vibration Control of Building Appendage Structure : (Part 1) Analytical Study on Vibration Control Effects of Mass Damper Full Text: CiNii	587-588
A Study on Pendulum-type Tuned Mass Damper : Part I Outline of Device and Performance Tests Full Text: CiNii	589-590
A Study on Pendulum-type Tuned Mass Damper : Part II Free Vibration Test and Measurement on Wind Vibration Full Text: CiNii	591-592
Study of a Floor Control Damper : Part 1. Outline and Fundamental Performance Full Text: CiNii	593-594
Dynamic Absorber Using Heat Storage Tank : (Part 1) Simulation Analysis Using 1 Mass with TMD Model Full Text: CiNii	595-596
Dynamic Absorber Using Heat Storage Tank : (Part 2) Vibration Tests of 1 Mass Model with Tuned Sloshing Damper Full Text: CiNii	597-598
Dynamic Absorber Using Heat Storage Tank : (Part 3) Simulation Analysis on Building with TMD Model Full Text: CiNii	599-600
Dynamic Absorber Using Heat Storage Tank : (Part 4) Experiments on Tuned Liquid Damper Full Text: CiNii	601-602
Sloshing Test of Thermal Storage Tank of Liquid Ice Full Text: CiNii	603-604
Study on Vibration Control System using Hydrodynamic Force of Sloshing : Response of TLD by a Forced-vibration Test and a Boundary Element Analysis for Two-Dimensional Nonlinear Sloshing Full Text: CiNii	605-606
Study on Vibration Control System using Hydrodynamic Force of Sloshing : Numerical Simulation of T. L. D-Structure System Full Text: CiNii	607-608
Wind-induced Response Prediction of a Tall Tower with Tuned Liquid Dampers Full Text: CiNii	609-610
Application of Tuned Liquid Column Damper to Highrise Structures Full Text: CiNii	611-612
Development of Tuned Liquid Damper for Ships and Application to Buildings Full Text: CiNii	613-614
Study of a Vibration Damper System Using Hydrodynamic Force of Sloshing : Part 8. Hydrodynamic Force Characteristics of the Device Full Text: CiNii	615-616
Study of a Vibration Damper System Using Hydrodynamic Force of Sloshing : Part 9. Characteristics of the Damper Effects Full Text: CiNii	617-618
Study of a Vibration Damper System Using Hydrodynamic Force of Sloshing : Part 10. 2-Directional Vibration Tests of Model Tanks Full Text: CiNii	619-620
Study of a Vibration Damper System Using Hydrodynamic Force of Sloshing : Part 11. Wind Response Characteristics of a Tall Tower Full Text: CiNii	621-622
Research on Vibration Control Methods : (Part 5) Damping Property of Bitumen/Rubber Compound Full Text: CiNii	623-624
Research on Vibration Control Methods : (Part 6) Dynamic Loading Test of Walls with BRC Viscoelastic Damper Full Text: CiNii	625-626
Research on Vibration Control Methods : Part 7 : Modeling of Viscoelastic Material and Expectation of Vibration Control Effect Full Text: CiNii	627-628
A Study on Vibration Damper Using Viscoelastic Material Full Text: CiNii	629-630
Static and dynamic tests on steel frame with precast concrete using lead extrusion damper (Part 1) Full Text: CiNii	631-632
A Study of Lead Damper for the Passive Control System to the Earthquake : Part 3. An Outline of Improved Lead Damper Full Text: CiNii	633-634
A Study of Lead Damper for the Passive Control System to the Earthquake : Part 4. The Effects of Shape to the Small Strain Full Text: CiNii	635-636
A Study of Lead Damper for the Passive Control System to the Earthquake : Part 5. The Effects of Strain Velocity Full Text: CiNii	637-638
Analytical Study on Vibration Control for Highrise Buildings : (Part 1) Vibration Control Effects of Hysteresis Type Damper Full Text: CiNii	639-640
Study on Vibration Control System for Structures : Vibration Control using Shear Yielding Damper to Earthquake Ground Motions Full Text: CiNii	641-642
A Study on Steel Damper with Honeycomb shaped-Openings : Part 1 : Static Loading Tests Full Text: CiNii	643-644
A Study on Steel Damper with Honeycomb shaped-Openings : Part 2 : Simulation Analysis Full Text: CiNii	645-646
A Study on Steel Damper with Honeycomb shaped-Openings : Part 3 : Expected Effect of Honeycomb-Dampers on High-rise Buildings Full Text: CiNii	647-648
A Study on the Estimation of Response Control Effect by Elastic-Plastic Damper : Investigation on Dynamics of Dual System -Part VII Full Text: CiNii	649-650
A Study on the Estimation of Response Control Effect by Elastic-Plastic Damper : Investigation on Dynamics of Dual System -Part VIII Full Text: CiNii	651-652
Experimental Study on Dynamics of Viscoelastic Mechanical Damping Device : Investigation on Dynamics of Dual System -Part IX Full Text: CiNii	653-654
Shaking Table Test of Separated Dual System with Viscoelastic Mechanical Damping Device : Investigation on Dynamics of Dual System -Part X Full Text: CiNii	655-656
On-line computer controlled test of hysteretic damper installed in braced frame : Part 1 Out line of test system Full Text: CiNii	657-658
On-line computer controlled test of hysteretic damper installed in braced frame : Part 2 Seismic response tests Full Text: CiNii	659-660
On-line computer controlled test of hysteretic damper installed in braced frame : Part 3 Very low cycle fatigue test Full Text: CiNii	661-662
A vibration controlling device using magnets : Performance tests on a magnetic damper Full Text: CiNii	663-664
Application of friction damper to highrise steel building : Part4 Experimental study on full scale K-braced frame with friction damper Full Text: CiNii	665-666
Application of friction damper to highrise steel Building : Part 5 Design of highrise steel building with friction damper Full Text: CiNii	667-668
Control of Structural Vibration by Inertia Pump Damper : Part(7) Flow-out Mechanism and Stationary Vibration Charcteristics Full Text: CiNii	669-670
Control of Structural Vibration by Inertia Pump Damper : Part(8) Eartquake Response of Damped Frames Full Text: CiNii	671-672
Survey Report on the 1988 Nepal-India Earthquake : Part 1 Intensity Distribution and Human Losses Full Text: CiNii	673-674
Survey Report on the 1988 Nepal-India Earthquake : Part 2 Damage Done to Buildings Full Text: CiNii	675-676
Damages of Schools in Mexico City by The 1985 Earthquake : Number of Damaged Schools and its Distribution Full Text: CiNii	677-678
Analysis on indoor space safety and casualty based upon the seismicintensity data of a high rise apartment house on the 1987 East off Chiba earthquake Full Text: CiNii	679-680
Study on the Evaluation and Soil Disaster in Relation to the 1889 Kumamoto Earthquake : Review on the Liquefaction at the 1889 Kumamoto Earthquake Full Text: CiNii	681-682
Micro-zonation for earthquake damage estimation in Kochi prefecture : Part1. Distribution of maximum acceleration Full Text: CiNii	683-684
Study on Evaluation of Seismic hazard by considering Local Soil Condition : Characteristics of Microtremor at Locally Damaged Area Full Text: CiNii	685-686
Analysis of Earthquake Ground Motion for Damage Estimation of Building Structure in Osaka Full Text: CiNii	687-688
Estimation of Earthquake Damage of Wooden Structures in Osaka City Area Full Text: CiNii	689-690
A STUDY OF THE INCLUSIVELY PREVENTION METHOD OF DISASTER INDUCED BY EARTHQUAKES ON SCHOOL Full Text: CiNii	691-692
Comprehensive Earthquake Risk Assessment and Mitigation Planning at School Full Text: CiNii	693-694
A fact-finding study for the damage prediction of buildings due to soil-liquefaction : Part I. A quantitative approach of building damages in the past earthquakes Full Text: CiNii	695-696
A fact-finding study for the damage prediction of buildings due to soil-liquefaction : Part II. A fact-finding study of building foundations Full Text: CiNii	697-698
A Study on Earthquake Response of Low-rise Reinforced Concrete Structures in Urban Area Full Text: CiNii	699-700
A Methodology for Construction of Seismic Zoning Maps : (1) State of the Arts and future problems Full Text: CiNii	701-702
Construction of Data-Base for Disaster Prevention Full Text: CiNii	703-704
Development of a database for dynamic geotechinical information of Kanto plain Full Text: CiNii	705-706
Research on Disesters of Human lives and Housing based on Earthquake・Torrential rains and Atomic bombs Full Text: CiNii	707-708
Risk Analysis of Earthquake Disaster in Street Environment Full Text: CiNii	709-710
Proposal of Some Measures to Estimate Earthquake Damages in a Dwelling Space Full Text: CiNii	711-712
Modified Expression of Gutenberg-Richter's Equation Full Text: CiNii	713-714
Attenuation of the Maximum Acceleration with Hypocentral Distance Full Text: CiNii	715-716
On the Relation between Seismic Intensity and the Maximum Acceleration Observed by Strong Motion Seismograph Full Text: CiNii	717-718
Simulation Method for Vertical Ground Motions Correlated with Horizontal Components Full Text: CiNii	719-720
On the characteristics of vertical earthquake ground motions : Part 2 Acceleration response spectra of accelerograms observed near the faults in USA Full Text: CiNii	721-722
Synthesis of vertical earthquake ground motions using aftershock records : 1979 Imperial Valley earthquake Full Text: CiNii	723-724
Simulation of a Fault Rupture Mechanism and Estimation of Seismic Waves Full Text: CiNii	725-726
Prediction of Strong Ground Motion Using Empirical Green's Function Full Text: CiNii	727-728
On the consistency of a model for prediction of earthquake ground motion-Scaling low of seismic wave spectrum Full Text: CiNii	729-730
Kinematic Seismic Source Model by Hybrid Technique of Three Dimensional Thin Layer Element Method and Axisymmetric Finite Element Method (TLFE Method) : (Part VI) Predominant Waves of Theoretical Ground Motions Due to Near-Field Source for Layered and Sedimentary Basin Structures Full Text: CiNii	731-732
Kinematic Seismic Source Model by Hybrid Technique of Three Dimensional Thin Layer Element Method and Axisymmetric Finite Element Method (TLFE Method) : (Part VII) Predominant Waves of Theoretical Ground Motions Due to Far-Field Source for Layered and Sedimentary Basin Structures Full Text: CiNii	733-734
Relationships between seismic wave components and time-lags of seismic motions between vertically different two points Full Text: CiNii	735-736
Estimation Method on Characteristics of Source Function : Part4 A Study on AR Model and its Property Full Text: CiNii	737-738
Study on Properties of AR-Coefficient Matrices to be used for Syntheses of Earthquake Ground Motions by means of Three-Dimensional Time-Varying AR-Models Full Text: CiNii	739-740
On Physical Meaning of Time-Series Analysis of Seismogram Full Text: CiNii	741-742
Seismic pulses repeated in coda part of strong seismic waves : Part 3 Excitation mechanism and simulation of the pulses Full Text: CiNii	743-744
Seismic pulses repeated in coda part of strong seismic waves : Part 4 Effect of duration on structural response Full Text: CiNii	745-746
Phase properties of repeating waves Full Text: CiNii	747-748
A Study on the Procedure to Discriminate Coherently Propagating Seismic Waves using the SMART-1 Strong-Motion Array Recordings : Part 3 : A Method to Discriminate Coherently Propagating Seismic Waves using Beamforming Full Text: CiNii	749-750
A Study on Characteristics of Seismic Motions in the Rock with Vertical Instrument Array : PART XV : Removala of Local Characteristics of Surface Geology from Observed Seismic Motion Records Full Text: CiNii	751-752
Digital Strong Motion Accelerograph Array in Ashigara Valley Full Text: CiNii	753-754
Analysis of seismic array data in a sedimentary basin Full Text: CiNii	755-756
Signal Reconstruction from Fourier Phase Full Text: CiNii	757-758
Synthetic Estimates of Observed Seismograms by Theoretical Ground Motion : Part 1 Green's Functions Estimates for the Stations Ofunato and Shiogama of the 1978 Miyagioki Earthquake Full Text: CiNii	759-760
Synthetic Estimates of Observed Seismograms by Theoretical Ground Motion : Part 2 Comparison of Characteristics of Theoretical Ground Motion and Observed One at the Station Ofunato Full Text: CiNii	761-762
Characterisitics of Aftershock Ground Motions of The 1923 Kanto Earthquake Full Text: CiNii	763-764
A simplified technique for estimation of response velocity spectra using displacement waves : Part2 : An application to the Tokachi-Oki earthquake of 1968 Full Text: CiNii	765-766
The Attenuation Curve in the Near-Source Regions of Great Earthquakes : Part 1 Theoretical Basis Full Text: CiNii	767-768
The Attenuation Curve in the Near-Source Regions of Great Earthquake : Part 2 A Study with Observed Records Full Text: CiNii	769-770
Evaluation of Stochastic Parameteres characterizing Earthquake Ground Motions Full Text: CiNii	771-772
A study on envelop functions of earthquake ground motions Full Text: CiNii	773-774
Significance of Frequency Nonstationarity in Strong Earthquake Motions on The Inelastic Responses of A Structure : Part 1 : Generation and Evaluation of Synthetic Motions Full Text: CiNii	775-776
Significance of Frequency Nonstationarity in Strong Earthquake Motions on The Inelastic Responses of A Structure : Part 2 : Inelastic Response of A Structure Subjected to The Synthetic Motions Full Text: CiNii	777-778
Dynamic Characteristics of Structures by a Causal Approach to Seismic Response (Part I) Full Text: CiNii	779-780
Dynamic Characteristics of Structures by a Causal Approach to Seismic Response (Part II) Full Text: CiNii	781-782
Destructive Power Of Seismic motion On Structure And Response Of the structure Full Text: CiNii	783-784
Dense Strong Motion Earthquake Seismometer Array at Site with Different Topographic and Geological Conditions : Part-4 A Study on Duration of Ground Motion Full Text: CiNii	785-786
Dense Strong Motion Earthquake Seismometer Array at Site with Different Topographic and Geological Conditions : Part-5 A Study on Estimation Method of Ground Property Full Text: CiNii	787-788
Simulation of Long-period Seismic Waves on Kanto Plan : On the Earthquakes near Izu Peninsula Full Text: CiNii	789-790
Influence of Deep Underground Structure on Earthquake Ground Motions : Part. 8 Relationship between Ground Motions Observed in the Kanto Plain and Underground Structure of the Sagaminada Full Text: CiNii	791-792
Influences of Topographical Features on Earthquake Motions in Osaka Plain Full Text: CiNii	793-794
Characteristics of reratively long-period ground motion in Sendai : part1-Comparison between JMA's low-magnification seismograms and Dense strong motion earthquake seismograms Full Text: CiNii	795-796
Characteristics of reratively long-period ground motion in Sendai : part2-characteristics of amprlification of SH waves in surface layer Full Text: CiNii	797-798
Effect of Layers on Earthquake Ground Motion Using Analytical Model : (Part 1) Analyses of Observation Records from Dense Strong Motion Earthquake Seismometer Array Full Text: CiNii	799-800
Effect of Layers on Earthquake Ground Motion Using Analytical Model : (Part 2) Theoretical Study and Comparison with Results of Observation Records Full Text: CiNii	801-802
Characteristics of Wave Propagation in Surface Layers Full Text: CiNii	803-804
2403 A STUDY ON NONLINEAR WAVE PROPAGATING EQUATION Full Text: CiNii	805-806
A Numerical Analysis Method For The Wave EQUATIONS In Visco Elastic Medium Full Text: CiNii	807-808
Comparison of System Transfer Functions Obtained by a Pair of Simultaneous Observed Seismograms and Those by Wave-Theoretical Approach Full Text: CiNii	809-810
Characteristics of earthquake motion observed in diluvial layer in Tokyo : Part 1. Investigation on propagation characteristics observed at Eifuku site Full Text: CiNii	811-812
Evaluation of Dynamic Characteristics of Surface Layers based on Response of Structures Full Text: CiNii	813-814
On frequency dependence of Q value in surface ground Full Text: CiNii	815-816
Formulation on Dilatancy of Granular Material : (Part 3) Hysteresis Rule of Decrease in Dilatancy Full Text: CiNii	817-818
Rock damping evaluation by pulse width method using PS-logging records : Part1. Examination of method applicability Full Text: CiNii	819-820
Estimation of P-S-wave velocity structure in the Osaka plain Full Text: CiNii	821-822
Microtremor measurements of the ground surface at north of Tokyo (Itabashi and kita area) : A Study of the evaluation method using S-wave velocities Full Text: CiNii	823-824
Dynamic Properties of Wave Propergation Caused by Pile Driving Full Text: CiNii	825-826
Development of Easy-operating System for Measurement of Microtremors Full Text: CiNii	827-828
Seismic Responses of Two-Dimensional Sedimentary Basin with an Irregular Interface to a Dislocation Source Full Text: CiNii	829-830
Seismic Responses of a Three-Dimensional Sedimentary Basin with an Irregular Interface to a Rectangular Dislocation Source in a Half-Space Full Text: CiNii	831-832
Seismic Response of Sedimentary Basin : Part 1 : A analytical method to simulate Love waves in multi-layerd sedimentary basin Full Text: CiNii	833-834
Seismic Response of Sedimentary Basin : Part 2 : Relation between configuration of sediment layers and nature of SH and Love waves Full Text: CiNii	835-836
The seismic response of a sedimentary basin Full Text: CiNii	837-838
Nonstationary response characteristics of an irregularly shaped alluvial basin Full Text: CiNii	839-840
Effect of Topography on Surface Motion : Part. 1 Effect of Shape of Bace and Damping on Surface Motion Full Text: CiNii	841-842
Characteristics of Earthquake Motion of Ground with Topographic Irregularity Full Text: CiNii	843-844
Wave propergation analysis of irregular soil medium using discrete wave number method : Discrete wave number FEM hybrid method Full Text: CiNii	845-846
Three-dimensional analysis of an axisymmetric alluvial basin due to vertically incident P waves Full Text: CiNii	847-848
Finite Element Method for Obliquely Incident Seismic Wave Problems Full Text: CiNii	849-850
Dynamic Behavior of Structure Built on Embedded Soil Layer on Hilly Area : by Observation of Microtremor Full Text: CiNii	851-852
Shaking Table Tests and Simulation Analyses on Topographic Model with Surface Irregularity : Part 1 : Outline of Procedure Plan and Material Property of Small-scale Model Full Text: CiNii	853-854
Shaking Table Tests and Simulation Analyses on Topographic Model with Surface Irregularity : Part 2 : Test Results on Flat Model and Single Ridge Model Full Text: CiNii	855-856
Shaking Table Tests and Simulation Analyses on Topographic Model with Surface Irregularity : Part 3 : Simulation Analyses of Test Results on Flat Model and Single Ridge Model Full Text: CiNii	857-858
Earthquake Input Models For Random Response Analysis of Structural System Full Text: CiNii	859-860
A Study on the Statistics of Peak Response of Multi-Degree of Freedom Structures Based on Random Vibration Theory Full Text: CiNii	861-862
Random seismic response of bilinear hysteretic single-degree-of-freedom systems Full Text: CiNii	863-864
Random Response Analysis of Structures with Non-deterministic Properties Full Text: CiNii	865-866
Stochastic Estimation of Seismic Responses of Multi-Degree-of-Freedom Hysteretic Structures Full Text: CiNii	867-868
A STUDY OF PLASTICITY INDEX Full Text: CiNii	869-870
General Characteristics of Elastic-Plastic Spectra Full Text: CiNii	871-872
Estimate of Ductility Factor on the Basis of Elastic Response Full Text: CiNii	873-874
Seismic Response of Structures with Asymmetrical Nonlinear Characteristics Full Text: CiNii	875-876
Characteristics of Biaxial Inelstic Earthquake Response based on Plastic Theory Full Text: CiNii	877-878
On An Approximate Analytical Technique for Earthquake Response of Elasto-Plastic Bending-Shear Type Frame Structures Full Text: CiNii	879-880
Simulation Analysis of Exsisting Buildings (Part 4) Full Text: CiNii	881-882
Estimation of nonlinear response characteristics by use of linear methods and their residuals Full Text: CiNii	883-884
Estimation of nonlinear vibration characteristics of structures by use of coherence function : Part 3 Nonstationary coherence function Full Text: CiNii	885-886
Identification of Modal Characteristics in Existing Structures Using ARMA Model Full Text: CiNii	887-888
Classification of non-negative definite Hermitian tensors, and identification of their characteristic parameters Full Text: CiNii	889-890
Accelerated control of structure due to random vibration Part 2 Full Text: CiNii	891-892
Research on the Distribution of Optimum Yield Shear Coefficients Full Text: CiNii	893-894
2448 energy-dependent degrading hysteretic model and its dynamic response analysis Full Text: CiNii	895-896
Evaluation of Restoring Force Characteristics for Structural Elements with Degrading Stiffness Systems Full Text: CiNii	897-898
Experimental Study on Characteristics of Earthquake Response of R/C Shear Walls : Part I Outline of Studies Full Text: CiNii	899-900
Experimental Study on Characteristics of Earthquake Response of R/C Shear Walls : Part II Experimental Results Full Text: CiNii	901-902
Experimental Study on Characteristics of Earthquake Response of R/C Shear Walls : Part III Discussion on Restoring Force Characteristics Full Text: CiNii	903-904
Experimental Study on Characteristics of Earthquake Response of R/C Shear Walls : Part IV Discussion on Response Characteristics Full Text: CiNii	905-906
Development of On-Line Computer Test Control Method using Substructuring : Outline of System and Verification Test Full Text: CiNii	907-908
Earthquake Response Analysis for E. R. I Taking Slab into Consideration Full Text: CiNii	909-910
Deformation Response of Buildings with One-Axis Eccentricity Subjected to Two Directional Ground Motions Full Text: CiNii	911-912
Torsional Responses of Wall-Frame Coupling Systems : Part 2 Torsional Responses out of Consideration for Uplift Deformation of Footing of Shear Wall Full Text: CiNii	913-914
Torsional Response Analysis of the Damaged Reinforced Concrete Building : Analysis of the Hachinohe Library Building Full Text: CiNii	915-916
A Study on Three Freedom Vibrations of Torsionally Coupled Systems Full Text: CiNii	917-918
Properties of inelastic torsional seismic response of structures Full Text: CiNii	919-920
Elasto-Plastic Response Analysis of Stractural Systems Subjected Torsional Ground Excitation : Part 3 : Basic Response Characteristics of Interacted Soil-Structure Systems Full Text: CiNii	921-922
Seismic Energy Response of Frames with Shear Deformations of Beam-to-Column Connections Full Text: CiNii	923-924
The dynamic base shear ratio of the furnace supported by the surrounding structural frames Full Text: CiNii	925-926
Earthquake response analysis of R/C plane frame structures with consideration of dynamic axial forces on column members Full Text: CiNii	927-928
Numerical Analysis of Large Deflection Problem of an Inclined Cantilever Beam by the Generalized Boundary Element Method Full Text: CiNii	929-930
Approximate Analysis of 3-Dimensional Coupled Thermoelasticity Problems by Boundary Element Method Full Text: CiNii	931-932
2-Dimensional Elastic Analysis by Boundary Element Method-I : Formulation og Isotropic and Anisotropic Elastic Body Full Text: CiNii	933-934
2-Dimensional Elastic Analysis by Boundary Element Method-II : Analysis of Isotropic and Orthotropic Plate Full Text: CiNii	935-936
Finite Element Analysis of Stress Singular Solutions around a Crack Tip in 2 Dimensional Elasto-Plastic body(Part 1) Full Text: CiNii	937-938
On Eigen value/Expansion problems of Cantilever beam, including Flexural/Shear rigidity and Lateral/Rotational Inertia Full Text: CiNii	939-940
Elastic Analyses of Plates with Voids : Part 1. Static Analyses Full Text: CiNii	941-942
Elastic Analyses of Plates with Voids : Part 2. Natural Frequencies Full Text: CiNii	943-944
Elastic Analyses of Plates with Voids : Part 3. Dynamic Analyses Full Text: CiNii	945-946
Elastic analyses of stiffened plates : Part 1 Static analyses Full Text: CiNii	947-948
Comparison of Field-neasured Surface Temperatures and Analytical Results in Reinforced Concrete Members (Part 2) Full Text: CiNii	949-950
An Approximate Theory of Thick Elastic Plates Full Text: CiNii	951-952
A direct stiffness method for the analysis of plates Full Text: CiNii	953-954
Mindlin Plate Bending Element with Internal Variables Using New Integration Formula (Part 3) Full Text: CiNii	955-956
Mindlin Plate Bending Element with Internal Variables Using New Integration Formula (Part 4) Full Text: CiNii	957-958
Natural Frequencies of All-Edge-Built-In Floor Slabs with Off-Centered Beeam Full Text: CiNii	959-960
Nonlinear Analysis of RC Plate Subjected to a Impact Force Full Text: CiNii	961-962
Orthotropic Stress Analysis of Woods Subjects to Shearing Forces Full Text: CiNii	963-964
The Effective Techniques in Structral Design : Part 1 Lateral Force Arrangenent under Torsional Behavior having Two Rotational Centroides Full Text: CiNii	965-966
Stress analysis of plane frames by modified conjugate gradient method Full Text: CiNii	967-968
Precision of Modified Three-dimensional Stress Analysis with Inclined Frame : Part 1 : Fundamental Characteristics Full Text: CiNii	969-970
Precision of Modified Three-dimensional Stress Analysis with Inclined Frame : Part 2 : Characteristics under Actual Loading Full Text: CiNii	971-972
Static Analysis of Soil-Structure Interaction Considering Both Separation : Slip on Interface and Shear Fracture in Soil Full Text: CiNii	973-974
Elasto-plastic Analysis of Reinforced Concrete Structures Considering Varying Plastic Zone : PART 3 Comparison of Analytical Models Full Text: CiNii	975-976
Elasto-plastic Analysis of Reinforced Concrete Structures Considering Varying Plastic Zone : PART 4 Characteristics of the Frame due to Strength Parameters of Beam, Column Full Text: CiNii	977-978
A proposal of a technique for elasto-plastic analysis by rigid body-spring model method and an examination on it Full Text: CiNii	979-980
Elasto-Plastic Analysis of Plane Frame with Moment Distribution Method Full Text: CiNii	981-982
On the Holonomic Analysis of Flames Full Text: CiNii	983-984
Limit Analysis of Arbitary rigid frame by graph theary Full Text: CiNii	985-986
A Study on the Elasto-Plastic Method(II) with Large Deflection of Space Frames : Part 1. Rotational matrix(II) Full Text: CiNii	987-988
KNOWLEDGE-BASED SYSTEM FOR STABILITY ANALYSIS OF TRUSS STRUCTURES Full Text: CiNii	989-990
Die Beulberechnung der Quadratplatte mit der Vorverformung nach Theorie II Ordnung(IV) Full Text: CiNii	991-992
A material and geometrical nonlinear dynamic buckling analysis for the steel members Full Text: CiNii	993-994
Dynamic Shakedown Analysis of Frame Structures (Part-1) Full Text: CiNii	995-996
Dynamic Shakedown Analysis of Frame Structures (Part-2) Full Text: CiNii	997-998
Negative shearing force of flexural walls at basement floor Full Text: CiNii	999-1000
A practical calculation method for shear type stiffness of framed shear walls using Fourier solutions and I-beam theoretical solutions : Part 1 A fundamental idea for the practical calculation method Full Text: CiNii	1001-1002
A practical calculation method for shear type stiffness of framed shear walls using Fourier solutions and I-beam theoretical solutions : Part 2 A proposal of the practical calculation chart and numerical exampls Full Text: CiNii	1003-1004
Elastic analysis of framed shear walls usin limited nodal line stiffness martices for plates and beams based on Fourier series : Part 4 Nodal line stiffness matrix for plates subjected to bending external forces Full Text: CiNii	1005-1006
Elastic analysis of framed shear walls usin limited nodal line stiffness martices for plates and beams based on Fourier series : Part 5 Stiffness matrix for beams subjected to symmetrical external forces Full Text: CiNii	1007-1008
Study on the characteristics of steel dampers in a base-isolation system of nuclear reactor building Full Text: CiNii	1009-1010
Study on the characteristics of steel dampers in a base-isolation system of nuclear reactor building Full Text: CiNii	1011-1012
A Study on Limit Vehavior of Base Isolated Reactor Building : (Part1) Earthquake Response Analysis with Nonlinear Characteristics of Structure and Base Isolation System Full Text: CiNii	1013-1014
A Study on Limit Vehavior of Base Isolated Reactor Building : (Part2) Static Nonlinear Analysis by Finite Element Method Full Text: CiNii	1015-1016
Experimental Study on Radioactivity-Proof of Seismic Isolation Equipments : Part 1 As for Natural Rubber Bearing, Lead Rubber Bearing and Viscous Damping Materials Full Text: CiNii	1017-1018
Experimental Study on Radioactivity-Proof of Seismic Isolation Equipments : Part 2 As for Natural Rubber Bearing and High Damping Rubber Bearing Full Text: CiNii	1019-1020
Application Study of Base Isolation System to Nuclear Fuel Facility : Part. 1 Outline and Scope Full Text: CiNii	1021-1022
Application Study of Base Isolation System to Nuclear Fuel Facility : Part2 Fail-safe Device, Shaking Table Test and Analysis of Sliding Type Base Isolated Building Model Full Text: CiNii	1023-1024
Application Study of Base Isolation System to Nuclear Fuel Facility : Part 3 Tests of Fail-safe Devices of Steel Bar Type Base Isolated Building Model Full Text: CiNii	1025-1026
Application Study of Base Isolation System to Nuclear Fuel Facility : Part 4 Shaking Table Test and Analysis of Steel Bar Type Base Isolated Building Model Full Text: CiNii	1027-1028
Application Study of Base Isolation System to Nuclear Fuel Facility : Part 5 : Fail-safe Device, Shaking Table Test and Analysis of High-damping Type Base Isolated Building Model Full Text: CiNii	1029-1030
Application Study of Base Isolation System to Nuclear Fuel Facility : Part. 6 Erthquake Obserbatins of Base Isolated Building Models Full Text: CiNii	1031-1032
A Study on Building Base Isolation for LWR Plants : Part 1 : Entire Schedule and Investigation on Characteristics of Base Isolation Device Full Text: CiNii	1033-1034
A Study on Building Base Isolation for LWR Plants : Part 2 : Experiments on Characteristics of Laminated Rubber bearings Full Text: CiNii	1035-1036
A Study on Building Base Isolation for LWR Plants : Part 3 : Durability Test of Laminated Rubber Bearing Full Text: CiNii	1037-1038
A Study on Building Base Isolation for LWR Plants : Part4 : Bi-axial Loading Tests of Laminated Rubber Bearings and Dampers Full Text: CiNii	1039-1040
A Study on Building Base Isolation for LWR Plants : Part 5 : Simulation Analysis of Bi-axial Loading Test Results of Dampers Full Text: CiNii	1041-1042
A Study on Building Base Isolation for LWR Plants : Part 6 : Static Loading Test of Base Isolation System Full Text: CiNii	1043-1044
A Study on Building Base Isolation for LWR Plants : Part 7 : Computer-Actuator On-Line Test of Base Isolation System Full Text: CiNii	1045-1046
A Study on Building Base Isolation for LWR Plants : Part 8 : Outline of Holizontally 2-Dimensional Excitation Tests using Shaking Table Full Text: CiNii	1047-1048
A Study on Building Base Isolation for LWR Plants : Part 9 : Results of Holizontally 2-Dimensional Excitation Tests using Shaking Table Full Text: CiNii	1049-1050
A Study on Building Base Isolation for LWR Plants : Part 9 : Simulation Analysis of Horizontally 2-dimensional Excitation Tests Using Shaking Table Full Text: CiNii	1051-1052
Model Tests for Reacter Building Shear Wall with Openings : Part 3 Wall with Lined-up Openigs Full Text: CiNii	1053-1054
Model Tests for Evaluation of the Seismic Behavior of Reactor Building : Part-3 Strain Rate Test (Cyclic Loading) Full Text: CiNii	1055-1056
Model Tests for Evaluation of the Seismic Behavior of Reactor Building : Part-5 Damping Characteristic Test (Dynamic Test with a Shaking Table) Full Text: CiNii	1057-1058
Model Tests for Evaluation of the Seismic Behavior of Reactor Building : Part-5 Damping Characteristic Test (Static Test) Full Text: CiNii	1059-1060
Leakage through Cracks in Reinforced Concrete Shear Wall : Part 3. Outline of Application Test Full Text: CiNii	1061-1062
Leakage through Cracks in Reinforced Concrete Shear Wall : Part 4. Result of Application Test Full Text: CiNii	1063-1064
Model Tests on Embedment Effect on Reactor Building - Actual-Ground Test : Part 1 : Procedure Plan Full Text: CiNii	1065-1066
Model Tests on Embedment Effect on Reactor Building - Actual-Ground Test : Part 2 : Test Results of Backfilling Materials Full Text: CiNii	1067-1068
Model Tests on Embedment Effect on Reactor Building - Actual-Ground Test : Part 3 : Resonance, Phase Lag Curves and Dynamic Ground Impedances Full Text: CiNii	1069-1070
Model Tests on Embedment Effect on Reactor Building - Actual-Ground Test : Part 4 : Soil Prressure Distribution and Dynamic Characteristics of Backfill and Surrounding Soil Full Text: CiNii	1071-1072
Model Tests on Embedment Effect on Reactor Building - Actual-Ground Test : Part 5 : Test Results of Soil-Foundation-Superstructure System Full Text: CiNii	1073-1074
Model Tests on Embedment Effect on Reactor Building - Actual-Ground Test : Part 6 : Static Characteristics of Model and Backfill Full Text: CiNii	1075-1076
Model Tests on Embedment Effect on Reactor Building - Actual-Ground Test : Part 7 : Study on Static Soil Spring and Backfill Characteristics Full Text: CiNii	1077-1078
Model Tests on Embedment Effect on Reactor Building - Laboratory Test : Part1 : Outline of Tests Full Text: CiNii	1079-1080
Model Tests on Embedment Effect on Reactor Building - Laboratory Test : Part2 : Impedance Functions and Foundation Input Motions for Soft Ground Full Text: CiNii	1081-1082
Model Tests on Embedment Effect on Reactor Building - Laboratory Test : Part3 : Dynamic Interaction Tests between Building and Soft Ground Full Text: CiNii	1083-1084
Model Tests on Embedment Effect on Reactor Building - Laboratory Test : Part4 : Test Results of Hard Ground without Backfill Full Text: CiNii	1085-1086
Difference in the responses of a BWR building : Considering frequency-dependent design response spectra Full Text: CiNii	1087-1088
Analytical Models of a Pool type LMFBR Building for FRS at the Primary Vessel Support Level Full Text: CiNii	1089-1090
Forced Vibration Test of PWR Type Reactor Building : (Part 1) Outline of Test Full Text: CiNii	1091-1092
Forced Vibration Test of PWR Type Reactor Building : (Part 2) Results of Test Full Text: CiNii	1093-1094
Forced Vibration Test of PWR Type Reactor Building : (Part 3) Simulation Analyses Full Text: CiNii	1095-1096
Nonlinear Analysis of RC Shear Panels under Cyclic Loading : Part1 Analysis of Monotonic Loading Full Text: CiNii	1097-1098
Nonlinear Analysis of RC Shear Panels under Cyclic Loading : Part2 Analysis of Cyclic Loading Full Text: CiNii	1099-1100
Seismic Proof Test of Sealed Blocks Full Text: CiNii	1101-1102
Study on linear response of stochastic structural system Full Text: CiNii	1103-1104
A study on uplift of base mat : Consideration of analytical model and damping Full Text: CiNii	1105-1106
Study on the Wall Type Structure for Nuclear Power Plants : Part3 Out-of-plane loading Test Full Text: CiNii	1107-1108
The Effect of Method for Placing Mortar on the Snrface of the Machine Base Concrete on Shear Properties of Base Anchor Full Text: CiNii	1109-1110
Conceptual Design of a High Level Vitrified Waste Storage Facility Full Text: CiNii	1111-1112
Theory of Elastic Combined Shells based on Kirchhoff-Love Assumption Full Text: CiNii	1113-1114
Analysis of Cross-Corrugated Arch-Unit Shell Against Wind Loading on End Wall Full Text: CiNii	1115-1116
Dynamic Analysis of a thin elastic circular cylinder under unsteady fluid forces Full Text: CiNii	1117-1118
CONTINUED REPORT ON THE PREDICTION OF CRITICAL EXCITING FORCE IN DYNAMIC INSTABILITIES Full Text: CiNii	1119-1120
Dynamic Stability of Shallow Truss Model under Step, Sinisoidal and Earthquake Loads Full Text: CiNii	1121-1122
A Study on the Evaluating Method of Stresses due to Random Uneven Settlements Full Text: CiNii	1123-1124
Large desplacement analytical method of elastic thin cintinua considering contact condition in three dimensional space Full Text: CiNii	1125-1126
Optimum design of trusses for specified limit point load factor Full Text: CiNii	1127-1128
Shape Analysis of Structures with Constraint of Displacement Mode Full Text: CiNii	1129-1130
Computational Method of Projectors in the Analysis of Structures with Displacement Constraint Conditions Full Text: CiNii	1131-1132
Shape Finding Analysis of Tower-Type Cylindrical Shells under the Axisymmetrical Static Loads Full Text: CiNii	1133-1134
Lage displacement analysis of elastic thin continua usin 3-nide triangular shell element Full Text: CiNii	1135-1136
A Study on the Stabilizing Paths of a Simple Unstable Truss Structure Full Text: CiNii	1137-1138
Analytical solution for a partially loaded cylindical shell Full Text: CiNii	1139-1140
Three Dimensional Analysis of Cylindrical Shells Subjected to Axisymmetric Surface Traction Full Text: CiNii	1141-1142
3-dimensional membrane analysis of cylindrical shell subjected to pure bending and transverse force Full Text: CiNii	1143-1144
Geometrical nonlinear three dimensional analysis of circular pipes subjected to pure bending Full Text: CiNii	1145-1146
Stability Analysis of Elastic Circular Cylindrical Shells Under Compression Full Text: CiNii	1147-1148
Boundary Element Analysis of Shallow Spherical Shell Describing with Displacement Vector Components Full Text: CiNii	1149-1150
Nonlinear analysis of reinforced concrete cylindrical and conoidal shells stiffened with a rib Full Text: CiNii	1151-1152
Effect of the reinforcement ratio on the elasto-plastic characteristics of reinforced concrete folded walls subjected to lateral forces Full Text: CiNii	1153-1154
Concrete shell Structures without Temporary Supports by use of Wooden Lattice Shell Full Text: CiNii	1155-1156
Elastic-Plastic behavior of a reinforced concrete cylindrical shell roof model Full Text: CiNii	1157-1158
Limit analysis of reinforced concrete Saddle shaped H. P. shell Full Text: CiNii	1159-1160
A field study of HP shell roof Full Text: CiNii	1161-1162
Form-Finding of Equally Stressed Surfaces Full Text: CiNii	1163-1164
Form Finding Analysis for Membrane Structures Using Force Density Method Full Text: CiNii	1165-1166
Foundamental Studies of Tension Structures : Part3 : Numerical Analysis of Axisymetric Minumn Surface by Finite Element Method Full Text: CiNii	1167-1168
Foundamental Studies of Tension Structures : Part4 : Numerical Analysis of General Three Dimensional Minimum Surface by Finite Element Method Full Text: CiNii	1169-1170
Foundamental Studies of Tension Structures : Part5 : On the Discretization of the Minimum Surface Full Text: CiNii	1171-1172
On a numerical procedure for form finding analysis using minimum surface Full Text: CiNii	1173-1174
Analysis of Wrinkling Behavior of Membrane Structures Full Text: CiNii	1175-1176
A study on crack propagation in membrane materials Full Text: CiNii	1177-1178
STUDY ON THE LOAD-EXTENSION BEHAVIOR AND THE STRUCTURAL MODEL IN CONSIDERATION OF FABRIC CHARACTERISTICS PARTII Full Text: CiNii	1179-1180
Theoretical Analysis of Tension Fabric Structures for Construction Process Full Text: CiNii	1181-1182
On the elongation percentage of initial membrane surface Full Text: CiNii	1183-1184
Study on the Basic Mechanical properties for Pyramidal Membrane Structure : Part 1 : Investigation of Single Membrane Panel by the Numerical Analysis Full Text: CiNii	1185-1186
Study on the Basic Mechanical properties for Pyramidal Membrane Structure : Part 2 : Form Constitution Test for Single Membrane Panel Full Text: CiNii	1187-1188
Study on the Basic Mechanical properties for Pyramidal Membrane Structure : Part 3 : Static Loading Test for Single Membrane Panel Full Text: CiNii	1189-1190
A Study on Structural Characteristic of Suspension Membrane Structure with Convertible Roof System : Part 1,Outline of Structural System and Constitution Test Full Text: CiNii	1191-1192
A Study on Structural Characteristic of Suspension Membrane Structure with Convertible Roof System : Part 2,The Analysis of Shape and Stress-Deformation Full Text: CiNii	1193-1194
A Study on Structural Characteristic of Suspension Membrane Structure with Convertible Roof System : Part 3,Static Loading Test Full Text: CiNii	1195-1196
A Study on Structural Characteristic of Suspension Membrane Structure with Convertible Roof System : Part 4,Opening Test Full Text: CiNii	1197-1198
Experimental Study on the Structural Properties of Existant Cable-Reinforced Air-Supported Structure (Part 1) Full Text: CiNii	1199-1200
Experimental Study on the Structural Properties of Existant Cable-Reinforced Air-Supported Structure (Part 2) Full Text: CiNii	1201-1202
Actual Structural Behavior under Internal Pressure Control of Large-Scale Air-Supported Structure (Part 1) Full Text: CiNii	1203-1204
Actual Structural Behavior under Internal Pressure Control of Large-Scale Air-Supported Structure (Part 2) Full Text: CiNii	1205-1206
Structural Stability of Hybrid Cable Structures : Torsional Backling under the Symmetrical Load (I) Full Text: CiNii	1207-1208
Structural Stability of Hybrid Cable Structures : Torsional Backling under the Symmetrical Load (II) Full Text: CiNii	1209-1210
Structural design of timber suspension structure : Part 1 Summary for structurala system Full Text: CiNii	1211-1212
Structural design of timber suspension structure : Part 2 Structual analysis Full Text: CiNii	1213-1214
Structural Characteristics of Wooden Suspensional Structure : Part 1 Static Field Study Full Text: CiNii	1215-1216
An Experimental Study of Floor System of Hybrid Tension Structures Full Text: CiNii	1217-1218
The report on the strength test of membrane fixed end arovnd valley cable Full Text: CiNii	1219-1220
Analysis of Ribbed Structures by Virtual Work Method Full Text: CiNii	1221-1222
Experiment on the influence of the unstable higher-order-deformation on the buckling behavior of "diagonal-on-square" double-layer grids Full Text: CiNii	1223-1224
A Study on Strength Deterioration of a Designed Space Truss Due to Accidently-failed Member Full Text: CiNii	1225-1226
Study on The Buckling Behavior of Semi-Rigidly Jointed Latticed Dome of Single Layer : PART1 : the case of pin-supported domes Full Text: CiNii	1227-1228
Study on The Buckling Behavior of Semi-Rigidly Jointed Latticed Dome of Single Layer : PART2 : the case of roller-supported domes Full Text: CiNii	1229-1230
On the effect of initial imperfection on the buckling of rigidly jointed single-layer latticed domes with triangular network patterns subject to external pressere Full Text: CiNii	1231-1232
Elastic Buckling Loads of Rigidly Jointed Single Layer Reticulated Domes with Initial Imperfection Full Text: CiNii	1233-1234
On the buckling of single-layer latticed domes with square networks Full Text: CiNii	1235-1236
Buckling Behavior of Single Layer Domes for Three Type Structural Configurations Full Text: CiNii	1237-1238
On the assumptions and accuracy for the buckling analysis of single-layer latticed domes Full Text: CiNii	1239-1240
Estimation of Elastic Buckling Load of a Spherical Pin-connected Reticular Dome of Single Layer on a Circular Plan : The case of non-symmetric load Full Text: CiNii	1241-1242
On the effect of junctions' rotation rigidity of single-layer latticed domes Full Text: CiNii	1243-1244
On the effect of joint flexibility and loading conditions on the buckling characteristics of single-layer latticed domes Full Text: CiNii	1245-1246
A Practical Estimation of Linear Buckling Load of Reticulated Spherical Domes with Elastic Connections at the Ends of the Members (PART 3) Full Text: CiNii	1247-1248
A Practical Estimation of Non-Linear Buckling Load of Reticulated Spherical Domes with Elasto-Plastic Connections at the Ends of the Members (PART 1) Full Text: CiNii	1249-1250
Loading Test and Elasto-Plastic Buckling Analysis of Single Layer Latticed Dome Full Text: CiNii	1251-1252
Buckling and RS Critical Pressures of Latticed Cylindrical Shell Roofs Full Text: CiNii	1253-1254
On the Buckling of Cylindrical Lattice Shells Constructed of Elastic and Rigid Members Connected by Elasic Hinges under the Action of Axial Compression Full Text: CiNii	1255-1256
Buckling Analysis of Cylindrical Space Frames with Semi-Spherical Domical Ends Full Text: CiNii	1257-1258
Numerical Examples of the Elastic Buckling of Rigid-Jointed Single-Layer Cylindrical Lattice Shell Roofs with Regular Triangular Grid Full Text: CiNii	1259-1260
The Effective Strength of Rigid-Jointed Single-Layer Cylindrical Lattice Shells with Regular Triangular Grid Determined from Elastic Instability of the Constituent Members Full Text: CiNii	1261-1262
Considerations of Buckling of Single-Layer Cylindrical Lattice Shells Subjected to External Pressure by the Simple Models : Part 1 Theory Full Text: CiNii	1263-1264
Considerations of Buckling of Single-Layer Cylindrical Lattice Shells Subjected to External Pressure by the Simple Models : Part 2 Example Full Text: CiNii	1265-1266
On dynamic buckling of a reticular dome of single layer : Part 1. Natural frequency and vibration mode Full Text: CiNii	1267-1268
On dynamic buckling of a reticular dome of single layer : Part 2. Resistant capacity of dome due to vertical motions Full Text: CiNii	1269-1270
Dynamic Characteristics of Single-Layer Space Frames : Part 3. Dynamic buckling test to up-and-down earthquake excitation Full Text: CiNii	1271-1272
Dynamic Characterristicsof Single-Layer Space Frames : Part 4 : Comparison of Dynamic Buckling Load between Test and Numerical Analysis Full Text: CiNii	1273-1274
Structural Test of Timber Lattice Shell Full Text: CiNii	1275-1276
A Study on Shape Deformations of Timber Lattice Shell Structures Full Text: CiNii	1277-1278
Experimental Studies on Automatically Open-closed Dome : Part 1. Otline of the Studies and wind load Full Text: CiNii	1279-1280
Experimental Studies on Automatically Open-closed Dome : Part2 Studies on Air and Temperature Distribution by Experiments Full Text: CiNii	1281-1282
Evaluation and recommendation system for designing piled foundations with soil improvement Full Text: CiNii	1283-1284
Some Problems on PC・PHC Piling in Okinawa Full Text: CiNii	1285-1286
Studies on cast-in-pile with preloading systems at the tip of pile : Part 1 Outline of construction method Full Text: CiNii	1287-1288
Studies on cast-in-pile with preloading systems at the tip of pile : Part 2 Pressure capacity test of the rubber presssur bag Full Text: CiNii	1289-1290
Vertical Load Test of Cast-in-place Belled Pile constructed by Reverse circulation Method Full Text: CiNii	1291-1292
Field test of steel piles with steel helical wings Full Text: CiNii	1293-1294
Field test and vertical load test of small diameter steel piles with steel helical wings in mudstone Full Text: CiNii	1295-1296
Penetration characteristics of Rotary penetrarion steel pipe pile Full Text: CiNii	1297-1298
Model Test on Bearing Capacity of Rotary Penetoration Steel Pipe Pile Full Text: CiNii	1299-1300
Fundamental Tests on Similarity of Floating Pile in Snad under the Controled Effective Stress by Means of Hydraulic Gradient Full Text: CiNii	1301-1302
A Decision Method of the Ultimate Bearing Load of Cast-in-place Concrete Piles Full Text: CiNii	1303-1304
Statistical Study on Spring Constant at the Tip of Bored precast piles Full Text: CiNii	1305-1306
Visco-Elasto-Plastic Analysis of Long-term Settlement of Pile tip : On the Estimation Method of Long-term Settlement of Pile tip by using of the Vertical Loading test data of Pile Full Text: CiNii	1307-1308
Vertical displacement distribution of soil around single piles subjected to vertical load Full Text: CiNii	1309-1310
A Study of new cast-in-place concrete pile construction method : Part 1 with drawal resistamce Full Text: CiNii	1311-1312
A Study of new cast-in-place concrete pile construction method : Part 2 Point resistance Full Text: CiNii	1313-1314
Frictinal Resistance of a Pile under Vertical and Pulling Load Full Text: CiNii	1315-1316
Pulling Resistance of Pile Full Text: CiNii	1317-1318
A Pullout Resistance of a Pile Subjected to Vertical Cyclic Load Full Text: CiNii	1319-1320
Finite Element Analysis on the Settlement Process of Buildings Due to Pile Downdrag : An Analysis considering the Elasto-Plastic Characterisitics of the Column-Beam Full Text: CiNii	1321-1322
Cyclic lateral loading tests of piles with large deformation for the over-track building fondations : Part1 Outline of test Full Text: CiNii	1323-1324
Cyclic lateral loading tests of piles with large deformation for the over-track building fondations : Part2 Test resurts at clay・ey-site Full Text: CiNii	1325-1326
Cyclic lateral loading tests of piles with large deformation for the over-track building fondatons : Part3 Test resurts at incohesive site Full Text: CiNii	1327-1328
Cyclic lateral loading tests of piles with large deformation for the over-track building fondatons : Part4 Test resurts at stratified soil layers site Full Text: CiNii	1329-1330
Cyclic lateral loading tests of piles with large deformation for the over-track building fondatons : Part5 Resurts of analysis Full Text: CiNii	1331-1332
Cyclic Lateral Laod Tests on Single Pile under the Gradual Increase of Displacement Amplitude Full Text: CiNii	1333-1334
Ulimate Lateral Resistance of Pile subjected to Axial Transien Load : Part 1. Stress Path for Bending Moment of Pile Full Text: CiNii	1335-1336
Shear Force Distributing Coefficient(D-value) Method for Piles Supporting Underground Structure Full Text: CiNii	1337-1338
A Simple Method of Stress Calculation for Rahmen Frame Supported by Group Piles Foundation Full Text: CiNii	1339-1340
Influence of Middle-Hard Stratum in Flimsy Ground on Mechanical Property of Pile Full Text: CiNii	1341-1342
The Study of Reinforced Piling Making Use of Ground Wall Method for Earthquake Resistance Part-3 Full Text: CiNii	1343-1344
The Study of Reinforced Piling Making Use of Ground Wall Method for Earthquake Resistance Part-4 Full Text: CiNii	1345-1346
A Experimental Study on the Lateral Resistance of Pile Group in Sand : part 1 : Method of Experiments And Lateral Loading Test of single Pile Full Text: CiNii	1347-1348
A Experimental Study on the Lateral Resistance of Pile Group in Sand : part 2 : Lateral Loading Tests of Two-Pile Group Full Text: CiNii	1349-1350
A Experimental Study on the Lateral Resistance of Pile Group in Sand : part 3 : Lateral Loading Tests of Three-Pile Group Full Text: CiNii	1351-1352
A Experimental Study on the Lateral Resistance of Pile Group in Sand : part 4 : Lateral Loading Tests of Four-Pile Group And Nine-Pile Group Full Text: CiNii	1353-1354
Study on the Improvement in Bearing Capacity and Deformability of prestressed High Strength Concrete Pile (Part 10) Full Text: CiNii	1355-1356
Study on the Improvement in Bearing Capacity and Deformability of prestressed High Strength Concrete Pile (Part 11) Full Text: CiNii	1357-1358
Behaviours of PHC Pile-to-Footing Connection Full Text: CiNii	1359-1360
Study on pile head joint of cast in place pile : Part I Outline and results of experiment Full Text: CiNii	1361-1362
Study on pile head joint of cast in place pile : Part II Rotation angle and fixing ratio of pile head joint Full Text: CiNii	1363-1364
Experimental study on tensile strength of pile head joint of prestressed high strength concrete pile Full Text: CiNii	1365-1366
Seismic Response of Group Pile Foundation by Shaking Table Tests Full Text: CiNii	1367-1368
Simple Prediction Method of Dynamic Deformation Properties of Soils for the Seismic Response Analysis : Part 1. Applications of Simple Prediction Method Full Text: CiNii	1369-1370
Simple Prediction Method of Dynamic Deformation Properties of Soils for the Seismic Response Analysis : Part 2. Applications in Practice Full Text: CiNii	1371-1372
Simple Prediction Method of Dynamic Deformation Properties of Soils for the Seismic Response Analysis : Part 3. Results of Seismic Response Analysis Full Text: CiNii	1373-1374
A study on seismic reaction forces for embeded rigid foundations Full Text: CiNii	1375-1376
Non-linear analysis of a soil-structure system using the 3-D time domain BEM Full Text: CiNii	1377-1378
Theoretical analysis of ground vibrations due to pile driving : Application of a solution for the displacement in a multilayered medium subjected to dynamic loads Full Text: CiNii	1379-1380
Effect of impulse method on in-situ shear wave velocity by cross-hole method Full Text: CiNii	1381-1382
Inversion of Rayleigh Wave Dispersion Data for Evaluating Vs Profiles Full Text: CiNii	1383-1384
Geological hazard and it's effect to a residence in Nagasaki Heavy Rain of 23 July 1982 Full Text: CiNii	1385-1386
An Investigation of Piles of a Building Damaged by the Niigata Earthquake Full Text: CiNii	1387-1388
Liquefaction history observed on pleistocene terraces Full Text: CiNii	1389-1390
Liquefaction Characteristics of Liquefied Sands with Various Fine Contents (during 1987 Chiba-ken-toho-oki Earthquake) Full Text: CiNii	1391-1392
An Application of Rayleigh Wave Method for Evaluation of Soil Liquefaction Potential Full Text: CiNii	1393-1394
Liquefaction Potential of Sands by the Cyclic Strain Method Full Text: CiNii	1395-1396
Numerical Analysis on the Liquefaction-Induced Permanet Ground Displacements -Part 3- Full Text: CiNii	1397-1398
Response Analysis Method for Soil-Pile Structure System during Soil Liquefaction Full Text: CiNii	1399-1400
Behavior of Piles under Liquefction Full Text: CiNii	1401-1402
Shaking Table Test on Shell Foundation during Liquefaction : Part I Influence of Embedded Depth of Spread Foundation Full Text: CiNii	1403-1404
Shaking Table Test on Shell Foundation during Liquefaction : Part II Influence of Embedded Depth of Shell Foundation Full Text: CiNii	1405-1406
An Experimental Study on Simple Shear Test of Dry Sand : Part 5 : Internal Friction Angle and Dilatancy Full Text: CiNii	1407-1408
Friction Tests between Sand and Mortar in Simple Shear Apparatus Full Text: CiNii	1409-1410
Effect of Steel Roughness on Frictional Reisistance between Clay and Steel under Repeated Load Full Text: CiNii	1411-1412
Examination to apply the already-established elasto-plastic constitutive laws of soil to the analysis of sand over a wide stress range (further study) Full Text: CiNii	1413-1414
Compressibility of Alluvial Sand in Confined Compression Test : Part III. Characteristics in defferent loadings Full Text: CiNii	1415-1416
Two methods for determination of in-situ lateral stress of cohesionless soil Full Text: CiNii	1417-1418
Laboratory test of horizontal earth pressure in sand measured with a lateral stress sensing cone penetrometer Full Text: CiNii	1419-1420
Measurement of Friction on Surface using Standard Penetration Test : (Part 1) Measurement way and Classification of Data Full Text: CiNii	1421-1422
Measurement of Friction on Surface using Standard Penetration Test : (Part 2) Study of Test Results Full Text: CiNii	1423-1424
Study for Failure Mechanism of Intermediate Soils Full Text: CiNii	1425-1426
The geotechnical maps of alluvium, published in Chugoku region, Japan Full Text: CiNii	1427-1428
Experimental studay by Three Dimensional photelasticity for shell foundation Full Text: CiNii	1429-1430
Theoretical Analyses on Loading Tests of Framed Foundation Full Text: CiNii	1431-1432
Cell Type Foundation improved by Deep Cement Mixing Method against Soil Liquefaction : (Part-3) Confirmation of Bearing Capacity of a 4-story Building using the Centrifugal Modeling Apparatus Full Text: CiNii	1433-1434
Cell Type Foundation improved by Deep Cement Mixing Method against Soil Liquefaction : (Part4) Centrifugal Vibratory Tests on Anti-Liquefaction Effects Full Text: CiNii	1435-1436
Cell Type Foundation improved by Deep Cement Mixing Method against Soil Liquefaction : (Part5) A case study of design : 19-story building foundation supported by piles Full Text: CiNii	1437-1438
An Experimental Study on the Strength and Density of Soil-Cement made from Cement, Soil and Sand Full Text: CiNii	1439-1440
Effective factor in unconfined compressive strength of Soil-Cement Full Text: CiNii	1441-1442
Depth and Degree of Soil Improvement by Dyamic Consolidation Full Text: CiNii	1443-1444
Experimental study of reinforcement mechanisms using spunbonded non-woven fabric for soft soil Full Text: CiNii	1445-1446
Measurements for Behaviour of Twin Tower Building in Nagoya (Part 1) Full Text: CiNii	1447-1448
Measurements for Behaviour of Twin Tower Building in Nagoya (Part 2) Full Text: CiNii	1449-1450
Measurements for Behaviour of Twin Tower Building in Nagoya (Part 3) Full Text: CiNii	1451-1452
Monitored settlement of buildings without bearing piles on a reclaimed land Full Text: CiNii	1453-1454
Settlement behavior of raft foundation with friction piles : Part 5 : Observation of a building on soft alluvial strata Full Text: CiNii	1455-1456
Behavior of Floating Foundation with Piles : (Part3) Measurement Results (Buiding Settlement, Earth Pressure and Water Pressure) Full Text: CiNii	1457-1458
Behavior of Floating Foundation with Piles : (Part4) Measurement Results (Axle Force of Piles) Full Text: CiNii	1459-1460
Behavior of Floating Foundation with Piles : (Part3) Effect of Excavation Full Text: CiNii	1461-1462
Deformation of the bearing strata during construction Full Text: CiNii	1463-1464
Finite Element Analysis on the Settlement Process of Buildings on Under-Consolidated Clay Full Text: CiNii	1465-1466
A prediction method of differential settlement on reclaimed lands : Part 2 Reduction effect of rigidity of structures on differential settlement Full Text: CiNii	1467-1468
A prediction method of differential settlement on reclaimed lands : Part 3 Prediction of relative rotation caused by differential settlement Full Text: CiNii	1469-1470
A theoretical study on settlement of a composite frame (steel beams with RC slab and composite columns) Full Text: CiNii	1471-1472
Non linear analysis of settlement of subsoil and buildings Full Text: CiNii	1473-1474
A method for calculation the rebound and settlement of structure(2) Full Text: CiNii	1475-1476
A method for calculation the rebound and settlement of structure(3) : example of control for construction Full Text: CiNii	1477-1478
ANALYSIS ON SUBGRADE REACTION IN THE FOUNDATION BED HAVING AN ARBITRARY RECTANGULAR BOTTOM Full Text: CiNii	1479-1480
Development of Special FEM Design Program for Retaining Wall : Program Development Full Text: CiNii	1481-1482
Development of Special FEM Design Program for Retaining Wall : Input and Output Data Full Text: CiNii	1483-1484
Displacement Behaviours of the Building adjacent to the Excavation Works Full Text: CiNii	1485-1486
Excavation Work Conducted on Soft Ground with Supplemental Use of Impermanent Strut : Part I Result of Field Measurements Full Text: CiNii	1487-1488
Excavation Work Conducted on Soft Ground with Supplemental Use of Impermanent Strut : Part II Numerical Analysis Full Text: CiNii	1489-1490
Model Test on Redistribution of Earth Pressure caused by Partial Displacement Wall Full Text: CiNii	1491-1492
Full-Scale Model Tests on a Shear Resisting Joint between Cast-In-Situ Diaphragm Wall Elements Full Text: CiNii	1493-1494
Full-Scale Model Tests on a Shear Connector between a Diaphragm Wall and Girders and Columns Full Text: CiNii	1495-1496
A Model Test on Effects of Wall to Restrain shear Deformation in Clayey Soil Full Text: CiNii	1497-1498
Studies on Compression Type Permanent Anchors (Part10) : Measurements of Pullout Resistance and Prestress Fluctuation Full Text: CiNii	1499-1500
Studies on Compression Type Permanent Anchors (Part11) : Measurements of Anchorage Prestess Fluctuation Full Text: CiNii	1501-1502
Studies on Compression Type Permanent Anchors (Part12) : Measurements of Anchorage Prestress Fluctuation Full Text: CiNii	1503-1504
裏表紙 Full Text: CiNii

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