Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I Architectural Institute of Japan 1991 (19910801)

 CiNii Books

表紙 / COVER  Full Text: CiNii   
目次  Full Text: CiNii    1-17
[OTHERS]  Full Text: CiNii    18-
Wind pressure and response on a rectangular prism under vortex induced vibration  Full Text: CiNii    1-2
Vprtex omdiced vibration of a circular cylinder with a splitter plate : On effect of a gap between a cylinder and a plate  Full Text: CiNii    3-4
Characteristics of Wind-induced Response on 3D cylinders based on Force Balance Data  Full Text: CiNii    5-6
Vibration-Induced Forces on a Two-Dimensional Long After Rectangular Model : Part 1. Method of Wind Tunnel Test and Characteristics of Wind Pressures on a Rigid Model  Full Text: CiNii    7-8
Vibration-Induced Forces on a Two-Dimensional Long After Rectangular Model : Part 2. Characteristics of Wind Pressures on an Oscillating Model  Full Text: CiNii    9-10
Vibration-Induced Forces on a Two-Dimensional Long After Rectangular Model : Part 3. Characteristics of Vibration-Induced Pressures and Forces  Full Text: CiNii    11-12
A wind tunnel study on wind induced response of tall buildings  Full Text: CiNii    13-14
A Wind tunnel study of corner shapes on wind induced response of a tall building  Full Text: CiNii    15-16
An experimental study of effect of inlets on wind loading acting on a tall building with a flat section  Full Text: CiNii    17-18
Wind induced lateral-torsional motion of tall buildings  Full Text: CiNii    19-20
Wind Induced Torsional Motion of a Tall Building : Part II Multi Degrees of Freedom Aero-Elastic Model Tests  Full Text: CiNii    21-22
Interference mechanism for enhanced wind forces on neighoring tall buildings  Full Text: CiNii    23-24
A formulation for the power spectral density of fluctuating lift and torsional moment on cylinders wth rectangular sections  Full Text: CiNii    25-26
Vortex induced vibration of a tall building in smooth and turbulent boundary layer flow  Full Text: CiNii    27-28
Non-Linear Response Analysis of Tall Building to Fluctuating Wind Force  Full Text: CiNii    29-30
Mode Shape Correction Factor For Generalized Fynamic Wind Loads  Full Text: CiNii    31-32
Experimental study on wind-response of tapered tall Buildings : Part 1. Force measurement  Full Text: CiNii    33-34
Evaluation of wind induced vibration for a skyscraper with non-uniform section : Part-1 Aerodynamic and vibrational experiment  Full Text: CiNii    35-36
Evaluation of wind induced vibration for a skyscraper with non-unifoum section : Part-2 Response analysis  Full Text: CiNii    37-38
A study on wind load acting on double composite exteriors : Part3. Full-scale measurements of internal pressure induced by wind between double walls  Full Text: CiNii    39-40
Study on the Wind Resistant Design for Greenhouses : Model Wind Tunnel Tests for Plastic houses (1)  Full Text: CiNii    41-42
Wind Resistant Design of a High-Rised Building with Stepped Height : Part-1 Structural System and Design Procedure  Full Text: CiNii    43-44
Wind Resistant Design of a High-Rised Building with Stepped Height : Part-2 Evaluation of Design Wind Load  Full Text: CiNii    45-46
Wind Load Evaluation based on the Optumum Reliability Concept and WindTunnel Tests  Full Text: CiNii    47-48
A study on sensory tests for horizontal vibration : Part I Outline of the test and an analysis paying attentions to evaluation absolute standard  Full Text: CiNii    49-50
A study on sensory tests for horizontal vibration : PartII An analysis paying attentions to evaluation by relative standard  Full Text: CiNii    51-52
Proposal for Srviceability Limit State Design against Wind-Induced Horizontal Motion of Tall Residential Building  Full Text: CiNii    53-54
A suggestion for structural safety on building : Knowledge obtained from study on comparison about structural safety  Full Text: CiNii    55-56
Stochastic Evaluation of Load Combinations  Full Text: CiNii    57-58
Study on Evaluation of Urban Snowy Risk for Each District : Part 1 Formulation of Equations for Risk Evaluation  Full Text: CiNii    59-60
Study on Evaluation of Urban Snowy Risk for Each District : Part 2 Results of Application to Kanazawa Urban District  Full Text: CiNii    61-62
Ssismic Hazard Mitigation based on Social Enginnering Approach : (Part 1)Outline of Research  Full Text: CiNii    63-64
Ssismic Hazard Mitigation based on Social Enginnering Approach : (Part 2)Application to Knowledge Transfer  Full Text: CiNii    65-66
Study on reliability for R/C shear walls  Full Text: CiNii    67-68
Consideration on Ultimate strength of Buildings in Seismic Design  Full Text: CiNii    69-70
Approximation methods of Monte Carlo simulation for non-linear response analysis-Part 1-  Full Text: CiNii    71-72
Approximation methods of Monte Carlo simulation for non-linear response analysis-Part 2-  Full Text: CiNii    73-74
2038 A RANDOM STRAIN ACCUMULATION MODEL FOR EARTHQUAKE OCCURRENCES WITH BAYSIAN PARAMETERS  Full Text: CiNii    75-76
Utilization of Observed Data for Response Estimation in Fragility Analysis  Full Text: CiNii    77-78
Seismic Hazard Analysis of MDOF Structures  Full Text: CiNii    79-80
Probabilistic safety assessment for a ahigh-rise building Uncertainty of ductility factor  Full Text: CiNii    81-82
Probabilistic Earthquake Damage Prediction Model of Existing Structures : Part. II Predictin Model by Markov Chain Model  Full Text: CiNii    83-84
Effect of Yield Force Coefficient Distribution on Evaluation of theSeismic Capacity of Existing High Rise Building  Full Text: CiNii    85-86
On estimation of aseismic reliability of a reinforced concrete frame designed on the JAPAN standard building code  Full Text: CiNii    87-88
Study on Design Seismic Loads  Full Text: CiNii    89-90
Regional characteristics of statistical parameters of ground snow depth in LRFD : Part 1 Destribution maps of coefficient of variation and mean/nominal of annual maximum ground snow depths  Full Text: CiNii    91-92
Regional characteristics of statistical parameters of ground snow depth in LRFD : Part 2 Destribution maps of mean value and coefficient of variation of snow cover periods  Full Text: CiNii    93-94
An Analysis of Long Time Creep of Sub-surface Snow Tunnel : 1. A Trial of Estimation of Increasing Snow Surface by Escalation of Surfase Elements of F. E. M.  Full Text: CiNii    95-96
An Analysis of Long Time Creep of Sub-surface Snow Tunnel : 2. Numerical Examples of Composite Analysis on Structures and Snow Foundation using of Joint Element in F. E. M.  Full Text: CiNii    97-98
An Analysis of Long Time Creep of Sub-surface Snow Tunnel : 3. A Thermal Transfer in Snow Tunnel by Heated Air Convection  Full Text: CiNii    99-100
An Analysis of Long Time Creep of Sub-surface Snow Tunnel : 4. Numerical Examples of Long Time Creep Behaviour on Various Type Snow Tunnel  Full Text: CiNii    101-102
The inhuence of meteorogical on snow depth on roof  Full Text: CiNii    103-104
Characteristics of snow cover on flat roofs  Full Text: CiNii    105-106
Studies on WindEffects on the Snow Accumulation of a Large Flat Roof  Full Text: CiNii    107-108
Fundamental study on sliding on the roof of membrane structure : Part 1 Forming conditions of the snow depth  Full Text: CiNii    109-110
Fundamental study on sliding on the roof of membrane structure : Part 2 Adfrreeze bond strengh between ice and roof material  Full Text: CiNii    111-112
Fundamental study on sliding on the roof of membrane structure : Part 3 Shape of the snow bank formed under eaves by the fall of snow on roof  Full Text: CiNii    113-114
Study on the Removal of Snow from Membrane Structures : Part 5. Starting Friction Coefficients and Tensile Strength of Snow  Full Text: CiNii    115-116
Study on the Removal of Snow from Membrane Structures : Part6 Comparison of Several Snow Melting Methods  Full Text: CiNii    117-118
Study on the Removal of Snow from Membrane Structures : Part7. Efficiency of Removal of Snow through Melting and Sliding Process  Full Text: CiNii    119-120
Study on the Removal of Snow from Membrane Structures : Part 8. Simulationg the Roof Snow Load through Melting and Aliding Processes  Full Text: CiNii    121-122
Study on the Removal of Snow from Membrane Structures : Part 7. On the Reduction of Design Snow Loads for Membranestructures  Full Text: CiNii    123-124
The report on tornado damage investigation in the Boso Peninsula  Full Text: CiNii    125-126
Field damage survey of Mobara Tornado Estimated windspeeds  Full Text: CiNii    127-128
Time variance of strong wind by wind climates in Japan  Full Text: CiNii    129-130
A study on extreme wind speeds in mixed wind climates in Japan : Part 1 Estimation method and its agreement  Full Text: CiNii    131-132
A study on extreme wind speeds in mixed wind climates in Japan : Part 2 Extreme wind speeds distributions  Full Text: CiNii    133-134
Full-Scale Measurements of Wind Actions on Chiba Port Tower : (Part 5) Results of Wind Tunnel Test  Full Text: CiNii    135-136
Full-Scale Measurements of Wind Actions on Chiba Port Tower : (Part 6) Comparison of Full-Scale Results with Anaiytical Results  Full Text: CiNii    137-138
Full-scale Measurements of winds and vibrations on a tower at western Tokyo  Full Text: CiNii    139-140
On the Characteristics of Natural Wind Speed at Urban Areas : Part1 u Component of Fluctuating Wind Speed measured by Sonic Anemometer  Full Text: CiNii    141-142
On the configuration of surface roughness in urban area  Full Text: CiNii    143-144
Effects of the corner shape of high-rise buildings on the pedestrian-level wind environment around them : Part 3 Characteristics of the mean and fluctuating wind speeds  Full Text: CiNii    145-146
Effects of the corner shape of high-rise buildings on the pedestrian-level wind environment around them : Part 4 Infra red thermographic  Full Text: CiNii    147-148
Comporison Wind Tunnel Tests to Texas Tech Full-Scale Pressure Measurements on a Low-Rise Building  Full Text: CiNii    149-150
Wind Pressure on Cylindrical Building  Full Text: CiNii    151-152
Wind force fluctuations of a rectangular building : Evaluation by wind tunnel experiments of multi block model  Full Text: CiNii    153-154
Flow and Pressure Field around a 3-dimensional : Prism Changed by attack of Angle α  Full Text: CiNii    155-156
The procedures of the construction of buildings and the buildings which require structural calculation in building codes : Changes of structural regulation of building laws Part 8  Full Text: CiNii    157-158
A study on the change of live load provisions for structural design : PartI Previous to the Urban Building Law  Full Text: CiNii    159-160
A study on the change of live load provisions for structural design : PartII Since the Urban Building Law  Full Text: CiNii    161-162
Study on Live Load of Office Building using Measured Data : AnInvestigation on Live Load Reduction for Multiple Story Column  Full Text: CiNii    163-164
Evaluation of the value of live load based on amount of basic statistics : Part I A case of floor slab  Full Text: CiNii    165-166
Evaluation of the value of live load based on amount of basic statistics : PartII A case of girder and column  Full Text: CiNii    167-168
Study on Rduction of Live Loads with Area  Full Text: CiNii    169-170
A study on wind pressure coefficients about low rise buildings with gable roof or flat roof : Part. 1 Characteristics of wind pressure about big aspect ratio building  Full Text: CiNii    171-172
A study on wind pressure coefficients about low rise buildings with gable roof or flat roof : Part. 2 Wind pressure coefficients about big aspect ratio  Full Text: CiNii    173-174
Design wind loads for beams supporting flat roofs  Full Text: CiNii    175-176
Experimental study on wind resistant of free tag : Part 1 Outline of experiment  Full Text: CiNii    177-178
Experimental study on wind resistant of free tag : Part 2 Mean wind pressure coefficient of the free tag  Full Text: CiNii    179-180
Experimental study on wind resistant of free tag : Part 3 Mean wind force coefficient of the free tag  Full Text: CiNii    181-182
Experimental study on wind resistant of free tag : Part 4 The effect of the post solidity ratio of free tag  Full Text: CiNii    183-184
Experimental study on wind resistant of free tag : Part 5 Mean wind force coefficient of the free tag (Max & Min)  Full Text: CiNii    185-186
Experimental study on wind resistant of free tag : Part 6 Local pressure of the free tag  Full Text: CiNii    187-188
TIME-HISTORY RESPONSE ANALYSIS OF SPHERICAL DOMES IN TURBULENT FLOW  Full Text: CiNii    189-190
Characteristics of the Wind loads on spherical domes : Part1 Time-averaged Wind pressure  Full Text: CiNii    191-192
Characteristics of the Wind loads on spherical domes : Part2 Generalized Wind force  Full Text: CiNii    193-194
Measurement of wind load acting on deformed high rise pneumatic structure by wind tunnnel experiment  Full Text: CiNii    195-196
Dynamic Response of High-Rise Dome-shaped Roof against Wind  Full Text: CiNii    197-198
Response of low-rise cylindrical air-supported roofs in a turbulent boundary layer  Full Text: CiNii    199-200
Characteristics of the aerodynamic responses for three dimensional suspension roof models  Full Text: CiNii    201-202
Wind-induced vibration of a large span open-type roof : Part 1 Response analysis and wind resistant design  Full Text: CiNii    203-204
Wind-induced vibration of a large span open-type roof : Part 2 Wind tunnel test using aeroelastic model  Full Text: CiNii    205-206
A Case Study of Wind Pressures on Retractable Roofs  Full Text: CiNii    207-208
Numerical Study on Air Flow around 2D Square Prism (Part 2) : Comparison between 2D and 3D Calculations based on LES  Full Text: CiNii    209-210
Petrov-Galerkin finite element analysis using exponential functions for the unsteady Navier-Stokes equations  Full Text: CiNii    211-212
Coupling Analysis between Fluid Flow and Structure Using FEM : Vortex Excitation Analysis on a Fundamental Section  Full Text: CiNii    213-214
Vortex-induced instability of rectangular cylinders  Full Text: CiNii    215-216
Free Vibration Analysis of Mindlin Plates with Two Adjacent Clamped Edges and Pthers Free  Full Text: CiNii    217-218
Mindlin Plate Bending Element with Internal Variables Using New Integration Formula : (Part5) Buckling Analysis  Full Text: CiNii    219-220
A new method for deriving good element stiffness of cylindrical shell  Full Text: CiNii    221-222
On stresses of wall with a round opening subjected to vertical load : the case under concentrated loads on the opening boundary  Full Text: CiNii    223-224
Analysis of stress singularity at the tip of a crack : comparison between theoretical solution and F. E. M. solution  Full Text: CiNii    225-226
Concrete Fracture Analysis using Discrete Element Method : Part 3 Local Fracture Simulation of Reinforced Concrete Slab subject to Intense Impulsive Loading  Full Text: CiNii    227-228
On a procedure of nonlinear bifurcation analysis for the Generalized Boundary Element Method  Full Text: CiNii    229-230
Stress analysis of reinforced concrete wall by boundary element method-PartIII : On the results of analysis by boundary element method with high ordered element and domain divition method  Full Text: CiNii    231-232
On an identification procedure for the unknown source function by using boundary integral equation method  Full Text: CiNii    233-234
Incremental perturbation method for analysis of contact problem : Contact oriblem of a system consisiting of an elastic bar and an elastic continuum  Full Text: CiNii    235-236
An analytical method for geometrically and materially nonlinear contact problems of thin continua  Full Text: CiNii    237-238
Elasto-Plastic Analysis of Soil-Structure System Built in the Vicinity of Cliff  Full Text: CiNii    239-240
Finite element simulation of earthquake motion with consideration of ground fault model  Full Text: CiNii    241-242
Elasto-Plastic Analysis of Reinforced Concrete Frames subjected to Repeated Temoerature Changes  Full Text: CiNii    243-244
Elasto-plastic Seismic Responses of Reinforced Concrete Uniform Walled Frames Considering Varying Plastic Zones : Base Wall Strength on Walled Plane Frames  Full Text: CiNii    245-246
Numerical method to simulate collapse behavior in blasting demolition of R. C. structure : Part 3 Experiment and simulation of collapse behavior in blasting demolition  Full Text: CiNii    247-248
Large Deformation Analysis of Isolater in Three Dimensions : On Decision of Rubber Material Constants  Full Text: CiNii    249-250
Analysisi of Beams in Pure Bending after Lateral Buckling  Full Text: CiNii    251-252
Analysis of Buckling of thin Plate with ODE Solver (Part2)  Full Text: CiNii    253-254
The post Buckling behavior of cilindrical member in consideration of ovalization of circular cross section  Full Text: CiNii    255-256
Identification of likely collapse modes for framed structure by stochastic programmin  Full Text: CiNii    257-258
A method of calculating internal-force and deformation at plastic collapse asumming holonomic behavior  Full Text: CiNii    259-260
On a fundamental study of a method of calculating internal-force and deformation at collapse considering bending moment and axial force  Full Text: CiNii    261-262
On elasto-plastic behavior of steel beam-column sections subjected to alternating bending under the constant axial force Part 1  Full Text: CiNii    263-264
On elasto-plastic behavior of steel beam-column sections subjected to alternating bending under the constant axial force Part 2  Full Text: CiNii    265-266
Steady-state path analysis of continua subjected to alternating plastic deformation : analysis of elastic perfectly plastic solids  Full Text: CiNii    267-268
Ductility design via optimum design of nonlinear elastic frames  Full Text: CiNii    269-270
Charavteristics of Earthquake-response Constrained Design of an Elastic Shear Building with Discontinuous Mass Distribution  Full Text: CiNii    271-272
Elastic earthquake-response constrained design of plane building frames with shear walls  Full Text: CiNii    273-274
Earthquake-response constrained design of plane frames for specified design straines  Full Text: CiNii    275-276
Urban restoration after great earthquake disaster : the 1976 Tangshang and the 1988 Armenia earthquakes  Full Text: CiNii    277-278
Building damage in a near-source urban area affected by the 1989 Loma Prieta Earthquake : Part 1 Survey method and damage distribution  Full Text: CiNii    279-280
Building damage in a near-source urban area affected by the 1989 Loma Prieta Earthquake : Part 2 Analysis of data on damaged structures  Full Text: CiNii    281-282
North-western part of Peru Earthquake, 1990 Reconnaissance Report  Full Text: CiNii    283-284
On the distribution of seismic intensity caused by the 1990 Great Philippine Earthquake : Part 1. Method of the seismic intensity distribution survey  Full Text: CiNii    285-286
On the distribution of seismic intensity caused by the 1990 Great Philippine Earthquake : Part 2. Estimated seismic intensity at the main cities  Full Text: CiNii    287-288
On the distribution of seismic intensity caused by the 1990 Great Philippine Earthquake : Part 3. Comparison of the estimated intensity at the main cities  Full Text: CiNii    289-290
Damage Survey and Microtremor Measurements in Luzon Island where severe damage was made by the Phillipin Earthquake : (1)General Discription of measurments  Full Text: CiNii    291-292
Damage Survey and Microtremor Measurements in Luzon Island where severe damage was made by the Phillipin Earthquake : (2)Comparison to the damage observed  Full Text: CiNii    293-294
The casualty of the 1946 Nankai earthquake and its effect upon human behavior (Part. 4)  Full Text: CiNii    295-296
Study on the Evaluation and Seismic Disaster in Relation to the 1889 Kumamoto Earthquake (4) : Relation between the Damage of Wooden Houses and Tatuda-yama Fault  Full Text: CiNii    297-298
Preparong the geotechnical Map of Niigata Plains and Investigation of Structure's Dosasters caused by the Soil Liquefaction  Full Text: CiNii    299-300
Evaluation of regional characteristics of earthquake motions pbserved by SMAC-B2 seismometer  Full Text: CiNii    301-302
Sesmic intercity damage evaluation due to a large earthquake : A case study of Hokkaido, northern Japan  Full Text: CiNii    303-304
Estimation of Damage to buildings by Strong Ground Motions in the Odawara Basin : part-9 Estimation of Response spectrum by Microtremors  Full Text: CiNii    305-306
Trend-surface analisys of seismic intensity destribution map  Full Text: CiNii    307-308
Reducing Human Casualties in Building Collapse in Earthquakes : Difference in Suvival Rate by Building Type  Full Text: CiNii    309-310
A STUDY OF THE INCLUSIVELY PREVENTION METHOD OF DISASTER INDUCED BY EARTHQUAKES ON SCHOOL(3) : EATHEQUAKE HAZARD CHARACTERISTICS OF SCHOOL DISTRICT  Full Text: CiNii    311-312
Characteristics of Surface Ground Motion surveyed by Microtremors in a Local Site  Full Text: CiNii    313-314
Regression Analysis on Peak Ground Motion Observed in Sendai : (Part 1) Comparison between Dense Strong Motion Sismometer Array and Tohoku University  Full Text: CiNii    315-316
Regression Analysis on Peak Ground Motion Observed in Sendai : (Part 2) Comparison between Sendai and Tokyo  Full Text: CiNii    317-318
A Study on Synthsization of Broad-band Seismograms : Part 1 Determination of Spatial Distribution of Discrete Sources  Full Text: CiNii    319-320
A study on seismometer setting azimuth and longer-period ground motion of the strong motion earthquake seismometer array in Sendai area  Full Text: CiNii    321-322
Characteristics of earthquake ground motions in the oeriod range from 1 to 5 seconds observed by the dense seismometer array in Sendai  Full Text: CiNii    323-324
Characteristics of vertical earthquake motions in Sendai  Full Text: CiNii    325-326
Separation of source, patj, and local site effect from strong motion spectra by a linear inversion method : Investigation of constraint condition  Full Text: CiNii    327-328
Site amplification of S-waves from strong motion records in special relation to surface geology  Full Text: CiNii    329-330
Regression analysis of strong motion spectra and interpretation of its results  Full Text: CiNii    331-332
A Study on DATA-BASE Construction for Seismic Vulnerability Assessment  Full Text: CiNii    333-334
On the impulse response matrices obtained from strong-motion seismogram  Full Text: CiNii    335-336
Study on the Prediction of Earthquake Ground Motion based on Digital Fultering Techniques  Full Text: CiNii    337-338
Generation of non-stationary time histories compatible with multiple damping response spectra  Full Text: CiNii    339-340
On the Integration of Discrete Data  Full Text: CiNii    341-342
CCELERATION Time History of Elastic Half Space due to a Propagating Fault : Part 1 Analysis Method  Full Text: CiNii    343-344
CCELERATION Time History of Elastic Half Space due to a Propagating Fault : Part 2 Numerical Results  Full Text: CiNii    345-346
Case study of input ground motion for earthquake resistant design of structures by semi-empirical method considering non-linear behavior of surface layers  Full Text: CiNii    347-348
Mechanism of Rayleigh Type Surfase Wave : Effect of Step in Base Rock  Full Text: CiNii    349-350
WAVE ATTENUATION IN VISCOELASTIC MATERIAL WITH FADING MEMORY : (CONTINUED)STUDY ON GREEN FUNCTION  Full Text: CiNii    351-352
Damping Calculation of Wave Propagation in Visco-elastic Medium  Full Text: CiNii    353-354
Study on Expectancy Value in Tokyo District : Relationship between Expectancy Value and Period of Earthquake Data  Full Text: CiNii    355-356
Average response spectra for recorded earthquake motions in the Osaka Plain  Full Text: CiNii    357-358
Propagation of Long-Period Seismic Waves in the Osaka Plain  Full Text: CiNii    359-360
Study on Strong Motion Design Basis in Tokyo Coastal Area : (Part 1) Design Spectrum and Modified Strong Motion  Full Text: CiNii    361-362
Study on Strong Motion Design Basis in Tokyo Coastal Area : (Part 2) Nonlinear Seismic Response of Various Grounds by using Modified Strong Motion  Full Text: CiNii    363-364
Study on the relation between input level of earthquake motion and frequency respons  Full Text: CiNii    365-366
On the Intensity of a strong motion related to structural failure  Full Text: CiNii    367-368
Design spectra at Tokyo bay area determined from seismic hazard analysis  Full Text: CiNii    369-370
A study on the ground motion matching the 4 records maximum response spectra  Full Text: CiNii    371-372
Generation Method of Simulated Earthquake Motions by using Pulse Phases  Full Text: CiNii    373-374
Simulations of Long-period Strong Ground Motions during the 1990 Upland Earthquake, California  Full Text: CiNii    375-376
Evaluation of seismic motions longer than 10 sec based on the normal mode superposition : PART 2. The effect of rupture propagation and the description of inhomogeneous faulting  Full Text: CiNii    377-378
Effects pf Source Parameters on the Ground Motion Amplitude  Full Text: CiNii    379-380
An estimation of strong ground motion due to earthquake having its focus under the Tokyo Metropolis : Part 1 : Ansei Edo earthquake and related strong motion record  Full Text: CiNii    381-382
Characterisitics of seismic source and soil amplification consisting in aftershock records during the 1979 Imperial Valley earthquake  Full Text: CiNii    383-384
Observed acceleration and velocity waves of earthquakes  Full Text: CiNii    385-386
Time-dependent nonstationary frequency contents of earthquake strong ground motion : Part 1 : Analytical method and correlation of nonstationary frequency contents with site subsoil condition for motions during the 1989 Loma Prieta earthquake  Full Text: CiNii    387-388
A study on characteristics of vertical earthquake ground motions in array observations : Part 3 : Identification of model of soil structure on vertical earthquake ground motions  Full Text: CiNii    389-390
A Study on Characteristics of Seimic Motions in the Rock with Vertical Instrument Arrays : Part XVII : Generation of Vertical Motions Propagating in Surface Layers after S-wave Arrival  Full Text: CiNii    391-392
Comparison between the Horizontal and Vertical Components of the Near-field Strong-motion Records  Full Text: CiNii    393-394
Intensity and frequency contents of vertical components of strong earthquake ground motion : Part 1 : A study in comporison with the corresponding horizontal components  Full Text: CiNii    395-396
On non-simultaneity of maximum accelerations of vertical and horizontal ground motions  Full Text: CiNii    397-398
Property of Spevtral Ratios of Vertical to Horizontal Component of Earthquake Ground Motions and its Application : Part 1 Estimation of Deep Underground Structures by Existing Ground Investigation Data  Full Text: CiNii    399-400
Property of Spevtral Ratios of Vertical to Horizontal Component of Earthquake Ground Motions and its Application : Part 2 Estimation of Attenuation Characteristics of Soil Deposits  Full Text: CiNii    401-402
Property of Spevtral Ratios of Vertical to Horizontal Component of Earthquake Ground Motions and its Application : Part 3 Estimation of Deep Underground Structures by Spectral Ratios of Vertical to Horizontal Component of Earthquake Ground Motions  Full Text: CiNii    403-404
Property of Spevtral Ratios of Vertical to Horizontal Component of Earthquake Ground Motions and its Application : Part 4 Estimation of Spectra of Incident Waves at Seismic Bedrock  Full Text: CiNii    405-406
Earthquake Ground Motion Characteristicis in Tokyo Bay Area : Part 3 : 2-Dimensional Analysis of Lobe Wave Propagation  Full Text: CiNii    407-408
The Effect of Phase Characteristics of Synthetic Ground Motion on Response of Simple Structural Model  Full Text: CiNii    409-410
An analysis of the ratios of peak and effective maximum accelerations to Fourier spectral density  Full Text: CiNii    411-412
Exaluation of the maximum velocity of design earthquake ground motions by Trifunac's method  Full Text: CiNii    413-414
Prediction of strong ground motion based on scaling law of werthquakes : Synthesis using artificial small-event motion with stochastic simulation as semi-empirical Green's function  Full Text: CiNii    415-416
A Study on the Evaluation of Intensity of Earthquake Ground Motion by the Momentary Input Energy  Full Text: CiNii    417-418
Study on Time History of Energy Input due to Earthquakes  Full Text: CiNii    419-420
High Frequency Response of a Sediment-Filled Xalley for Incident Plane SH Waves by AKI and LARNER Method(Part 2)  Full Text: CiNii    421-422
Some results and computational limitation with use of 3-D Aki-Larner Method  Full Text: CiNii    423-424
Surface ground motions on the dipping basement in the high frequency range  Full Text: CiNii    425-426
Wave propagation of microtremors generated by motorcars at the vicinity of a cliff  Full Text: CiNii    427-428
Modelling of Transfer Function around Dipping Basement  Full Text: CiNii    429-430
Shaking Table Tests and Simulation Analyses on Topographic Model with Surface Irregularity : Part 6 : Test Results on Three Dimensional Topographical Model  Full Text: CiNii    431-432
Analytical investigation of ground motion focused on effects of scattering due to lenslike inclusion in a half space  Full Text: CiNii    433-434
Analysis of wave propagation characteristics in trregular site with folded subsurface structure  Full Text: CiNii    435-436
Analysis on Dynamic Properties of Ground by Using Viscous Boundary  Full Text: CiNii    437-438
Effects of Impedance Ratio and Depth of Layers on the Surface Motion : Part 2 A Case Study on 3-layered Media  Full Text: CiNii    439-440
BEM Using the Green Function of Layered-Medium and the Normal Mode Solution : Application to Seismic Response of 2D/3D Sedimentary Basin  Full Text: CiNii    441-442
Anplitude of surface wave in ground motion on alluvial basin : effect of incident angle  Full Text: CiNii    443-444
A study on the characteristics of microtremors of reclaimed land in Tokyo Bay area : Part1 Site condition and microtremors measurement on ground surface  Full Text: CiNii    445-446
A study on the characteristics of microtremors of reclaimed land in Tokyo Bay area : Part2 Microtremors measurement of underground and ground surface  Full Text: CiNii    447-448
Measurement of Short Period Microtremors and Underground Structures : Part I. Predominat Period, Phase Velocity and Coherency of Microtremors at Kuno Elementary School in Odawara City  Full Text: CiNii    449-450
Measurement of Short Period Microtremors and Underground Structures : Part II. Observation at Etchujima, Tokyo  Full Text: CiNii    451-452
Measurement of Short Period Microtremors and Underground Structures : Part III. Observation at Kuno J. A. Fruit Sorting Center and Its Simulation  Full Text: CiNii    453-454
Moving Observation of Microtremors at Ashigara Plain  Full Text: CiNii    455-456
Study on availability of averaged Fourier spectrum for microtremor observation  Full Text: CiNii    457-458
The vibration characteristics of the subsoil based on an estimate of the observed microtremor for twenty-four hours  Full Text: CiNii    459-460
Study on the Vibrational Characteristics of Ground by the Microtremors Observations : Case of Narashino City, Chiba Prefecture  Full Text: CiNii    461-462
Measurementsof long-oeriod microtremors in San Francisco Bay area  Full Text: CiNii    463-464
Continuous measurements of microtremors on sediment and basement in Los Angeles  Full Text: CiNii    465-466
A study on charavteristics of earthquake ground motion in surface layers : Part 3 : A study of horizontal and vertical earthquake motion  Full Text: CiNii    467-468
A study on charavteristics of earthquake ground motion in surface layers : Part 4 : The epicenter locality from vertical/horizontal earthquake motion  Full Text: CiNii    469-470
A Study on Charavteristics of Earthquake Ground Motion in Surface Layers : Part 5 : Characteristics of Amplification in Sendai and South-Kantoh Area  Full Text: CiNii    471-472
Effevt of pore water pressure on ground motion amplification during earthquakes : Part 1 : Maximum acceleration response in loose sand deposits  Full Text: CiNii    473-474
Effevt of pore water pressure on amplificatiof earthquake motion of ground : Part 2 : Maximum acceleration response in a reclaimed land  Full Text: CiNii    475-476
Effevt of pore water pressure on amplificatiof earthquake motion of ground : Part 3 : Basic conceptualization of effect of oire water pressure on ground motion amplification  Full Text: CiNii    477-478
A study on amplification characteristics of surface layer considering variations of dynamical groundparameters : Part I Comparison between analysis and simulation  Full Text: CiNii    479-480
A study on amplification characteristics of surface layer considering variations of dynamical ground parameters : Part II Effect of Q values and variation coefficients  Full Text: CiNii    481-482
Characteristics of earthquake ground motion observed at sites with different topographic and geological conditions : Part1 Outline of analyses and study on maximum acceleration and velocity  Full Text: CiNii    483-484
Characteristics of earthquake ground motion observed at sites with different topographic and geological conditions : Part2 Study on characteristics of amplification of SH waves in surface layers  Full Text: CiNii    485-486
Characteristics of earthquake ground motion observed at sites with different topographic and geological conditions : Part3 Study on charavteristics of incident SH waves into surface layers  Full Text: CiNii    487-488
A study on estimation of amplification characteristics of surface layers using the dense strongmotion earthquake seismometer array at SENDAI area  Full Text: CiNii    489-490
Dense strong motion earthquake seismometer array at site with different topographic and geological conditions : Part-7 A statistical study on characteristics of motions on bedrock  Full Text: CiNii    491-492
Evaluation of response to circular uniform stress excitation on semi-infinite elastic medium  Full Text: CiNii    493-494
An Analytical Study of the three-dimensional dynamic Green's Function in a half Space  Full Text: CiNii    495-496
Dynamic chracteristics of a half space with inner excitations  Full Text: CiNii    497-498
Estimation S-Wave-Velocity structure in the Osaka Basin-Particular S-Wave-Velocity of the bedrock  Full Text: CiNii    499-500
Correlation of S-wavevelocities of surface fround with geology, feomorphological units and altitude  Full Text: CiNii    501-502
The estimate of the deep ground structure model in Sendai  Full Text: CiNii    503-504
A study on subsoil structure model obtained by optimization method  Full Text: CiNii    505-506
Geotechnical Survey at Strong Motion Seismograph Sites in California, U. S. A. : part1 : Outline of Survey and the Results of Refraction Mesurements  Full Text: CiNii    507-508
Geotechnical Survey at Strong Motion Seismograph Sites in California, U. S. A. : part2 : Microtremor and Strong Motion  Full Text: CiNii    509-510
ON THE CORRELATION OF THE ESTIMATED SEISMIC INTENSITIES BASED ON QUESTIONNAIRE SURVEY AND THE SURFACE GROUND CONDITIONS  Full Text: CiNii    511-512
A consideration on the couse of the earthquake damage in ghe higashi-nagaya district, Yokohama, during the earthquake in the sea off the Izu-Oshima Island of August 12,1982 : part 2 : Study on the cause of damage  Full Text: CiNii    513-514
Study on the Sismic Intensity Distribution of the 1923 Great Kant Earthquake by using Multiple Source Model  Full Text: CiNii    515-516
Effect of random inhomogeneity on seismic motions  Full Text: CiNii    517-518
A study on ground vibrations due to artificial sources : Dynamic analysis of traffic-induced ground vibrations utilizing thin layer elements and viscous boundary  Full Text: CiNii    519-520
Wave Transfer Properties of Ground and Building Caused by Traffic  Full Text: CiNii    521-522
2262 INFLUENCE OF NONLINEARITY ON SITE-DEPENDENT RESPONSE SPOCTRA BASED ON FREE FIELD GROUND RESPONSE ANALYSIS  Full Text: CiNii    523-524
Nonlinear Seismic Response of Ground : Part 1 : Shaking Table Test for Dense Sand Deposit with Structure  Full Text: CiNii    525-526
Nonlinear Seismic Response of Ground : Part 2 : Effectiveness of Nonlinear and Equivalent Kinear Analyses for Nonlinear Response of Ground  Full Text: CiNii    527-528
Nonlinear Seismic Response of Ground : Part 3 : Effectibeness of 2D-Nonlinear Analysis for Nonlinear Soil-Structure Interaction  Full Text: CiNii    529-530
Nonlinear Seismic Response of Ground : Part 4 : Effectiveness of Linear Analysis with Sway and Rocking Model for Nonlinear Soil-Structure Interaction  Full Text: CiNii    531-532
NONLINEAR ANALYSIS METHOD FOR PREDICTION OF BASE MOTION  Full Text: CiNii    533-534
A Study on Nonlinear response of soil doposits in the case of 1987 Off-Chiba Prefecture earthquake  Full Text: CiNii    535-536
Site Effects on Strong-Motion Records of the 1985 Chile Earthquake and Their Non-Linear Behavior  Full Text: CiNii    537-538
On shear wave velocities and frequency dependent dampings identified using many observation records individually  Full Text: CiNii    539-540
Dynamic behavior of a High-Rise Building under Forced Vibration Test  Full Text: CiNii    541-542
Vibration test and its simulation analysis of New Tokyo City Hall Complex : Part 1 Outline of objective buildings  Full Text: CiNii    543-544
Vibration Test and its Simulation Analysis of New Tokyo City Hall Complex : Part2 Vibration Test Results of No. 1 Building  Full Text: CiNii    545-546
Vibration Test and Its Simulation Analysis of New Tokyo City Hall Complex : Part 3 Vibration Test Result of No. 2 Building  Full Text: CiNii    547-548
Vibration test and its simulation analysis of New Tokyo City Hall Complex : Part 4 Simulation analysis of test results  Full Text: CiNii    549-550
Estimation of Dynamic Characteristics of Structures using Microtremor : Part 1 : Measurment Results  Full Text: CiNii    551-552
Microtremor measurements of a Reinforced Concret Building : 1 Vibrations of torsionally Coupled System  Full Text: CiNii    553-554
Earthquake Resistance of a Steel Frame Apartment House with Precast Concrete Panels : Earthquake Observations of an Exisiting Building(Part20. Analysis of Torsipnal Vibrations I)  Full Text: CiNii    555-556
Earthquake Resistance of a Steel Frame Apartment House with Precast Concrete Panels : Earthquake Observations of an Exisiting Building(Part21. Analysis of Torsipnal Vibrations II)  Full Text: CiNii    557-558
Forced vibration tests on a light-weight steel brace structure building of three stories : Effect of ALC curtain walls on the vibration characteristics of a building  Full Text: CiNii    559-560
Dynamic Characteristics of Two Cylindrical steel Towers with Ring-shaped Elevating Cabin  Full Text: CiNii    561-562
Experimental study on the wave propagation of the tround and the building by the shock  Full Text: CiNii    563-564
Study on the Dynamic Characteristics of the Floating Foundation of Shaking Table : (Part 1)Test of Air Spring  Full Text: CiNii    565-566
Study on the Dynamic Characteristics of the Floating Foundation of Shaking Table : (Part 2)Dynamic Analysis of Floating Base  Full Text: CiNii    567-568
Study on the Dynamic Characteristics of the Floating Foundation of Shaking Table : (Part 3)Measurement and Analysis of Elastic Response  Full Text: CiNii    569-570
Vibration Tests of Seberal Kinds of Slabs : Part6 Simple Calculation of Natural Frequencies of Rectangular Slab and Degree of Fixation  Full Text: CiNii    571-572
Vibration Tests of Seberal Kinds of Slab  Full Text: CiNii    573-574
Experiment and Analysis on Natural Vibration of a Full Scale RC Floor Model  Full Text: CiNii    575-576
Earthquake observation in the building with long configuration : (No. 5)Actual response and computer simulation on slab behavior  Full Text: CiNii    577-578
Macroscopic large-deformation model of laminated rubber bearing expressing interaction of axial and shear behavior  Full Text: CiNii    579-580
A Large Deformation FEM of Multilayer Rubber Berings : Part1 Theoretial Background and a Newly Designed Apparatus for Strip Biaxial Testing  Full Text: CiNii    581-582
A Large Deformation FEM of Multilayer Rubber Berings : Part2 Strain Energy Function of Rubber and Its Important Role in FEM  Full Text: CiNii    583-584
A Large Deformation FEM of Multilayer Rubber Berings : Part3 Tree-dimension FEM of Multilayer Rubber Bearings and Structual Factor for Design  Full Text: CiNii    585-586
A Large Deformation FEM of Multilayer Rubber Berings : Part4 Three-Dimensional Analysis of Actual Rubber Bearings  Full Text: CiNii    587-588
Three-Dimensiona; Finite Element Analysis for Full-Scale Multilayer Elastomeric Bearings : Part 5. Analysis of Compressive Loading under Shearing Deformation  Full Text: CiNii    589-590
Numerical Analysis of Laminated Elastomer by FEM  Full Text: CiNii    591-592
An Experimental Study on Critical Strength of Laminated Rubber Bearings : Part1. Design of Experiments  Full Text: CiNii    593-594
An Experimental Study on Critical Strength of Laminated Rubber Bearings : Part2. Results of Experiments  Full Text: CiNii    595-596
An Experimental Study on Critical Strength of Laminated Rubber Bearings : Part3. Finite Element Analysis  Full Text: CiNii    597-598
Failure Test of Laminatsd Rubber Bearing Evaluating Effect of Shape Factor on Ultimate Behaviour : Part 1 Restoring Force Characteristics  Full Text: CiNii    599-600
Failure Test of Laminatsd Rubber Bearing Evaluating Effect of Shape Factor on Ultimate Behaviour : Part2 Failure Limit Charafcteristics  Full Text: CiNii    601-602
An Experimental Study on Fixing Type Rubber Bearings : Part 2. Compression Tests and Creep Tests  Full Text: CiNii    603-604
An Experimental Study on Fixing Type Rubber Bearings : Part 3. Compressive Shearing Tests  Full Text: CiNii    605-606
Loading Test of Silicon Rubber Bearing  Full Text: CiNii    607-608
Conpent Test of Vering Meterials for Use in Friction Pendulum Seismic Isolators  Full Text: CiNii    609-610
Test on Large-Scale Seismic Isolation Elements : Part 1 Accelerated Aging Test on Lead Rubber Bering  Full Text: CiNii    611-612
Test on Large-Scale Seismic Isolation Elements : Part 2 Accelerated Aging Test on High Damping Rubber Bearing  Full Text: CiNii    613-614
Study on base isolation system using elastic-plastic damper : Part 1 Test of U-shaped damper  Full Text: CiNii    615-616
Study on base isolation system using elastic-plastic damper : Part 2 Test of Rubber-joint  Full Text: CiNii    617-618
Study on base isolation system using elastic-plastic damper : Part 3 Dynamic effects of Rubber-joint  Full Text: CiNii    619-620
Study on base isolation system using elastic-plastic damper : Part 4 P-Δ effect of elastic-plastic damper on load-deflection relationship of isolated story  Full Text: CiNii    621-622
Fire Resistance of Laminated Rubber Bearings  Full Text: CiNii    623-624
Research & Development on Base Isolation System : Part 2 Free Vibration Test of Base Isolated Building  Full Text: CiNii    625-626
Study on earthquake base isolation system for structure : Part 24. Computer-actuator on-line test on ultimate state of a structure isolated by lead plug rubber bearings  Full Text: CiNii    627-628
Shaking Table Test of Three Dimensional Isolation Floor System  Full Text: CiNii    629-630
Vibration Tests on the Practical Floor Isolation System : Part 1 Vibration of the Computer set on Access Floor  Full Text: CiNii    631-632
Vibration Tests on the Practical Floor Isolation System : Part 2 Vibration of the Computer with Seismic Damper  Full Text: CiNii    633-634
Study on Isolation System for Equipment of Nuclear Fuel Facility : Part 4. Outline of Vibration Test of Isolation System with oil buffer  Full Text: CiNii    635-636
Study on Isolation System for Equipment of Nuclear Fuel Facility : Part 5. Results of Vibration Test of Isolation System with oil buffer  Full Text: CiNii    637-638
Study on Isolation System for Equipment of Nuclear Fuel Facility : Part 6. Simulation of Vibration Test by Rate Model  Full Text: CiNii    639-640
Ultimate Exitation Test of Seismic Isolation System by Shaking Table : (Part 1)Outline of Test  Full Text: CiNii    641-642
Ultimate Exitation Test of Seismic Isolation System by Shaking Table : (Part 2)Ultimate Behavior of Seismic Isolation System  Full Text: CiNii    643-644
Ultimate Exitation Test of Seismic Isolation System by Shaking Table : (Part 3)Effects of Multipul Input Motions and Repetitional Shakings  Full Text: CiNii    645-646
Ultimate Exitation Test of Seismic Isolation System by Shaking Table : (Part 4)Behavior at Rupture of Led Rubber Bearing  Full Text: CiNii    647-648
Base isolation system for earthquake protection and vibration isolation of structures : Part 23 Forced vibration tests and loading tests for base-isolated building  Full Text: CiNii    649-650
Base isolation system for earthquake protection and vibration isolation of structures : Part 24 Earthquake response observation of base-isolated building  Full Text: CiNii    651-652
Study on the development of base isolation system : Part5 : Follow-up study on height variation of laminated natural rubber bearing  Full Text: CiNii    653-654
Study on the development of base isolation system : Part 6 : Free vibration test  Full Text: CiNii    655-656
Study on the development of base isolation system : Part 7 : Earthquake observations of base isolated building  Full Text: CiNii    657-658
The dynamic characteristics in the infinitesimal amplitude range of the base-isolated building using "High-Damping Type"Multi-Rubber Bearings  Full Text: CiNii    659-660
Earthquake Observation and Simulated Results of a Base Isolation System using "High-Damping Type"Multi-Rubber Bearings  Full Text: CiNii    661-662
STUDY ON EARTHQUAKE BASE ISOLATION SYSTEM : Part 8 : characteristic evaluation of earthquake observation results  Full Text: CiNii    663-664
A Study on the Development of Base Isolation Systems : Part2 Earthquake Observation of Base Isolated Building  Full Text: CiNii    665-666
Observed Earthquake Record of a Base Isolated Building  Full Text: CiNii    667-668
Development of Hybrid Lead Rubber Bearing : Part 1. Outline of HLRB and results of stopper test  Full Text: CiNii    669-670
Development of Hybrid Lead Rubber Bearing : Part 2. Verification tests on actual size HLRB  Full Text: CiNii    671-672
Development of Hybrid Lead Rubber Bearing : Part 3. Earthquake Response Analysis  Full Text: CiNii    673-674
A study on a large base-isolated structure : Part 1. Structural design and analysis  Full Text: CiNii    675-676
A study on a large base-isolated structure : Part 2. Tests on natural size isolatior and verification tests of isolator  Full Text: CiNii    677-678
An example of large scale 3-D isolation floors with a direction converter of vibration for vertical isolation  Full Text: CiNii    679-680
Deveropment of Earthquake Isolation Floor System : Part 1. Mechanism of a Prototype and a Design Example  Full Text: CiNii    681-682
Deveropment of an Earthquake Isolation Floor System : Part 2. Verification of the Performance by the Full-sized Model Experiment  Full Text: CiNii    683-684
A study on dynamic analysis of base isolated table with rotational inertia mass  Full Text: CiNii    685-686
A feasibility Study on Base Isolation Spported by Hydrostatic Bearing  Full Text: CiNii    687-688
Development of Base Isolation System for Earthquakes andoMicro-vibrations Using Laminated Thick Rubber Bearings : Part 1 Isolation Technique of Micro-vibrations  Full Text: CiNii    689-690
Development of Base Isolation System for Earthquakes andoMicro-vibrations Using Laminated Thick Rubber Bearings : Part 2 Performance of Isolation System  Full Text: CiNii    691-692
Development of Base Isolation System for Earthquakes andoMicro-vibrations Using Laminated Thick Rubber Bearings : Part 3 Vertical Damper and its Dynamic Characteristics  Full Text: CiNii    693-694
Development of Lead Rubber Bearing with Stepped Plug : Part 1 : Loading Test  Full Text: CiNii    695-696
Development of Lead Rubber Bearing with Stepped Plug : Part 2 : Simulation of Hysteretic Characteristics  Full Text: CiNii    697-698
Development of Lead Rubber Bearing with Stepped Plug : Part 3 : Earthquake Response Analysis  Full Text: CiNii    699-700
A fundamental study on response analysis of base isolated structure with nonlinear damper  Full Text: CiNii    701-702
On Earthquake Response Analysis of Base-isolated Structural System With Stochastically Equivalent Linearization Method (Part4)  Full Text: CiNii    703-704
On Earthquake Response Analysis of Base-isolated Structural System With Stochastically Equivalent Linearization Method (Part5)  Full Text: CiNii    705-706
A Study on Development of Earthquake Base Isolation System : Part5 Response Curve for Multi-Rubber Nearing High Damping Type  Full Text: CiNii    707-708
The estimation of the optimum dynamic parameters for the base isolated system  Full Text: CiNii    709-710
Characteristics of Frequency-response Fnctions on Base Isolated Uniform Frames : PartIII Sismic Responses using Relative Isolation Theory  Full Text: CiNii    711-712
Study on Earthquake Analysis of Seismic Base-isolation Devices for Ultimate Behavior : Part1 Modeking Technique Restoring Force by Multi-linear Function  Full Text: CiNii    713-714
study on Earthquake Response Analysis of Seismic Base-Isolation Devices for Ultimate Behavior : Part2 Modeling Technique of Restoring Force by smooth function  Full Text: CiNii    715-716
A Formulation of Shear Deformation Effect on Vertical Behavior of Laminated Rubber Bearings : Part 1 : Formulation  Full Text: CiNii    717-718
A Formulation of Shear Deformation Effect on Vertical Behavior of Laminated Rubber Bearings : Part2 : Dynamic analysis  Full Text: CiNii    719-720
Response Analysis in Hardning Region of Rubber Bearing  Full Text: CiNii    721-722
Study on Dynamic Behavior of Multi-level Warehouse Racks Separated from Outer Walls : Part 1 : Fundamental Study on Relative Displacements between Racks and Outer Walls  Full Text: CiNii    723-724
Study on Dynamic Behavior of Multi-level Warehouse Racks Separated from Outer Walls : Part 2 : Collision-free Design between Racks and Outer Walls  Full Text: CiNii    725-726
Study on Dynamic Behavior of Multi-level Warehouse Racks Separated from Outer Walls : Part 3 : Measured Vibrational Characteristics of Racks Structurally Combined with Outer Walls  Full Text: CiNii    727-728
A Study on the Dynamic Response Analysis of Large-Scale Space Structures Dyanmic Analysis of Space Station  Full Text: CiNii    729-730
A Study on the Evaluation Method of Elastic Displacement in the Dynamic Linear Analysis of Large Space Structures  Full Text: CiNii    731-732
Dynamic Response Analysis Using State Equation Based on Explicit Method Effects of Rigid Body Motion of Flexible Beam under Large Deforumation  Full Text: CiNii    733-734
Estimation of Rndomness of Response for Isolated Structure by Resface Method  Full Text: CiNii    735-736
A study on the estimation of cumulative fatigue damage of reinforced concrete structures  Full Text: CiNii    737-738
A study on damping effects on earthquake response of viscous damping and hysteretic dissipating energies  Full Text: CiNii    739-740
Distortion of Wave in the Descrete Analysis and the Proposal of Optimal Mass Modeling  Full Text: CiNii    741-742
Earthquake Prediction and Measures for Earthquake Disasters  Full Text: CiNii    743-744
Study on Simple Analysis of the Tube Structures : (Part 1)Static Analysis using the Thin-Walled Beam Theory  Full Text: CiNii    745-746
Study on Simple Analysis of the Tube Structures : (Part 2)Dybanuc Abalysis using the Thin-Walled Beam Theory  Full Text: CiNii    747-748
Study on simple analysis of tube structures : Part 3 Static analysis by extended rod theory  Full Text: CiNii    749-750
Study on simple analysis of tube structures : Part 4 Dynamic analysis by extended rod theory  Full Text: CiNii    751-752
A Discussion on Accuracy of Lower Modes Using Modal Analysis of Non-Linear Seismic Responses  Full Text: CiNii    753-754
An Approximate Analysis of Seismic Responses of Steel Buildings with PC Curtain Walls  Full Text: CiNii    755-756
An inverse generator of earthquake-response constrained arches for specified ordered sets of design strain distributions  Full Text: CiNii    757-758
Response constrained design of a steel frame for specified , pderate-earthquake strain or major-earthquake defpr, atopm  Full Text: CiNii    759-760
Earthquake-response constrained design of a coeccentric coaxial shear building wit a stiff basement  Full Text: CiNii    761-762
Simulation of Structural Collapse due to Earthquakes Using Extended Distinct Element Method  Full Text: CiNii    763-764
Real time prediction of seismic responses of structures with variable structures caravteristics by piecewise limit resonance method : In case that damping factor and natural period of structures vary  Full Text: CiNii    765-766
Earthquake response analyses of reinforced concrete space frame under tri-directional ground excitations  Full Text: CiNii    767-768
Inerastic response analyses of multi story structure withtortion on eccentric shear force  Full Text: CiNii    769-770
A Study on Properties of Torsional Dynamic Responses in Multi-Story Structures  Full Text: CiNii    771-772
Standard response of high-rise buildings to earthquake motions : Part 1 properties of model structures  Full Text: CiNii    773-774
Standard Response of High-rise Buildings to Earthquake Motions : Part 2 Analytical Model And Response analysis  Full Text: CiNii    775-776
Interaction effects on the base shear distribution between two parallel structures  Full Text: CiNii    777-778
Prediction of natural period of steel structures  Full Text: CiNii    779-780
Elasto-Plastic Lateral-Torsional Responses of Multi-Story Buildings Subjected to Earthquake Motion  Full Text: CiNii    781-782
Earthquake damage prediction of the porimeter in single story structural models with one-axis eccentricity  Full Text: CiNii    783-784
Characteristics of responses of "one mass vibration systems"with large viscous damping factors disterved by earthquake motions  Full Text: CiNii    785-786
Characteristics of responses of "two masses vibration systems"with large viscous damping factors disterved by earthquake motions  Full Text: CiNii    787-788
WIND RESPONSE ANALYSIS SYSTEM(WIND2)  Full Text: CiNii    789-790
Effects of variation in system characteristics on statistical evaluation of transfer functions  Full Text: CiNii    791-792
Study on the Torsional Response Analyses of Buildings Subjected to Earthquake Ground Motions  Full Text: CiNii    793-794
Effect of the difference of earthquakes on the vibrational characteristics of a building  Full Text: CiNii    795-796
A study on lateral distribution of required strength in asymmetric-plan buildings  Full Text: CiNii    797-798
Non-linear Earthquake Response Analysis of Large Scale Structure using Joint Dmper subjected to Multiple Input Excitation  Full Text: CiNii    799-800
Study on the Earthquake Resistant of the Five-storied Pagoda : The investigation of Earthquake Response Analysis  Full Text: CiNii    801-802
Simulation Analysis in Plastic Range on the Vibration Test of Full Model of BWR Reactor Building : Part 1 Study on adequacy of the analytical model  Full Text: CiNii    803-804
Simulation Analysis in Plastic Range on the Vibration Test of Full Model of BWR Reactor Building : Part 2 Study by the model used in actual design  Full Text: CiNii    805-806
Simulation Analysis in Plastic Range on the Vibration Test of 1/12 Scale Full Model of BWR Reactor Building : Part 3 Study by the model having hysterisis loop  Full Text: CiNii    807-808
Evaluation of damping ratio using the Randam Decrement Technique  Full Text: CiNii    809-810
Effects of the coherence of wind fluctuation on r. m. s. responses  Full Text: CiNii    811-812
Dynamic behavior of high-rise hotel building near Toba Port under wind pressure : Part-1 Outline of structural design and observation system  Full Text: CiNii    813-814
Inelastic Response of Single Degree-of-Freedom Systems with Various Hysteresis Models Subjected to Recorded and Artificial Ground Motions  Full Text: CiNii    815-816
Inelastic Response pf Shear-type Multi-story Structures Subjected to Artificial Ground Motions with Uniform Velocity Response Spectrum  Full Text: CiNii    817-818
RESPONSE OF MUITI-STORY FRAMES SUBJECTED TO COMBINED HOLIZONTAL AND VERTICAL GROUND MOTIONS : Part 1  Full Text: CiNii    819-820
RESPONSE OF MUITI-STORY FRAMES SUBJECTED TO COMBINED HOLIZONTAL AND VERTICAL GROUND MOTIONS : Part 2  Full Text: CiNii    821-822
A Study On Estimation Of Non-linear Response Of Multi-story Structures (Part 2)  Full Text: CiNii    823-824
The minimum requirement of lateral floor strength  Full Text: CiNii    825-826
Elasto-plastic Response Spectra in consideration of P-Δ  Full Text: CiNii    827-828
Response Characteristics of Multi Story Franes Equipped with Energy Dissipated Story on the Top : Energy Dissipation Ratio and Top Story Displacement  Full Text: CiNii    829-830
Estimation on displacement of hysteretic non-linear system using energy spectrum  Full Text: CiNii    831-832
Estimation of damage concentration of SRC buildings  Full Text: CiNii    833-834
Effects of phase properties of input earthquake motions on inelastic responses : Part1 Cases for the input of a sinusoidal wave with phase delay  Full Text: CiNii    835-836
Complex-valued work tensor of isotropic simple oscillators with relation to the Parseval's equality  Full Text: CiNii    837-838
Seismic Response Pbservation of Building Appendage(Part VII) : Response Characteristics of Steel Tower atop Building in 1989 Izu-hanto-toho-oki Earthquake Swarm  Full Text: CiNii    839-840
Elastic structual design based on optimum seismic reliability  Full Text: CiNii    841-842
A Study on Response and Lateral Force of Hybrid Structure in Earthquake  Full Text: CiNii    843-844
Ramdom response of structure subjected to horizontal and vertical ground motions  Full Text: CiNii    845-846
Fundamental study on the coupled lateral-torsional responses to three directional fluctuating wind forces(I)  Full Text: CiNii    847-848
Fundamental study on the coupled lateral-torsional responses to three directional fluctuating wind forces(II)  Full Text: CiNii    849-850
Analysis of Embedded Foundation Subjected to Obliquely Incident Wave by Sway-Rocking Model : Part2. Formulation by Volume Method  Full Text: CiNii    851-852
Dynamic characteristcs of non-homogenious half-space due to harmonic surface excitation  Full Text: CiNii    853-854
Response Analysis Method in Time Domain with Dynamic Stiffness or Dynamic Flexibility of Soil in Frequency Domain : Part 3 : Simplified method and rigorous method  Full Text: CiNii    855-856
Effects of frequency dependency of the dynamic stiffness of the soil on nonlinear earthquake response of a structure  Full Text: CiNii    857-858
Dynamic Fracture Analyses of Structures Using Extended Distinct Element Method-Nonlinear Soil-Structure Interaction and Collapse Process Simulation of Buildings-  Full Text: CiNii    859-860
Nonalinear earthquake response of a soil-structure interaction system based on recursive eva;uation of interaction forces : A@@lication to base-isolated building on a layered half space  Full Text: CiNii    861-862
Ground Compliance of Rectangular Foundation due to Horizontal Excitation on an Alluvial Medium : Part 2 Numerical Analysis of D. G. C  Full Text: CiNii    863-864
Ground Compliance of Rectangular Foundation due to Rotatinal Excitation on an Alluvial Medium : Study on Dynamical Characteristics of Water-Saturated Soil Ground  Full Text: CiNii    865-866
Rocking vibration of a circular plate on an elastic half space  Full Text: CiNii    867-868
A study on anti^plane approximate halfspace impedance functions  Full Text: CiNii    869-870
A study on rigid foundations in a thin layered soil model : Part 1 Impedance analysis by the Green functions for disk loads  Full Text: CiNii    871-872
A study on rigid foundations in a thin layered soil model : Part 2 Ompulse response analysis by power series function  Full Text: CiNii    873-874
Dynamic Soil-Structure Interaction Analyses for High-rize Buildings on Soft Layered Ground : Part 3 : Comparison between Results of Nonlinear Analysis and Earthquake Records  Full Text: CiNii    875-876
Dynamic Soil-Structure Interaction Analyses for High-rize Buildings on Soft Layered Ground : Part4 : Application to Underground Wall Construction Method  Full Text: CiNii    877-878
Earthquake response of two embedded structures considering the effect of neighborhood structure  Full Text: CiNii    879-880
On soil stiffnesses for side wall of embedded structure in radially inhomogeneous soil media : Part 1 A derivation of lateral stiffnesses  Full Text: CiNii    881-882
On soil stiffnesses for side wall of embedded structure in radially inhomogeneous soil media : Part 2 A derivation of rotational stiffness and numerical examples  Full Text: CiNii    883-884
Simplified Procedure for Evaluating Impedance Function of Embedded Foundation : Part1 : Impedance Function Based on One Dimensional Wave Progagating Theory  Full Text: CiNii    885-886
Simplified Procedure for Evaluating Impedance Function of Embedded Foundation : Part2 : Impedance Function of Irregularly Embedded Foundation  Full Text: CiNii    887-888
Dynamical Ground Compliance for embedded foundation in an elastic space  Full Text: CiNii    889-890
Charavteristics of Earth Pressure Dring Earthquake Acting on a Basement Wall of an Embedded structure  Full Text: CiNii    891-892
Nonliniar Soil-Structure Interaction Analysis of High-Rise Buildings with Deep Underground Parts  Full Text: CiNii    893-894
Seismic Behavior of a Superficial Layer with Large-scale Facilities in it part2  Full Text: CiNii    895-896
Earthquake Observation of Deeply Embedded Building Structure : Part-5 Characteristics of dynamic water pressure on basement walls  Full Text: CiNii    897-898
Earthquake Observation of Deeply Embedded Building Structure : Part 6 Transfer functions of dynamic lateral pressure on basement walls  Full Text: CiNii    899-900
Analysical Study on Model Tests of Embedded Structure-Soil Interaction : Part 3 : Analytical Results of Soil-Foundation-Superstructure System  Full Text: CiNii    901-902
Dynamic Characteristics of Large-Scale Shaking Table Foundation and the Surrounding Soil during Excitation Test(part : 3)  Full Text: CiNii    903-904
A Discussion on Similarity of Machine Foundation Impulse Vibration Test Models  Full Text: CiNii    905-906
Experimental Study on Radiational Damping using Soft Urethan Foam  Full Text: CiNii    907-908
Lateral Bearing Capacity of Pile Foundation with Embedment under Sinusoidal Excitation : Part 1 Experiment by Oscillating Soil Bin  Full Text: CiNii    909-910
Seismic Observations and Response Analysis of a 25-story Composite Construction  Full Text: CiNii    911-912
EXPERIMENTAL STUDY ON DYNAMIC EFFECTS OF PILES AND EMBEDMENTS : PART 1. Objectives and Outline  Full Text: CiNii    913-914
EXPERIMENTAL STUDY ON DYNAMIC EFFECTS OF PILES AND EMBEDMENTS : PART 2. Dynamic Effects of Piles on Surface Foundation Impedances  Full Text: CiNii    915-916
EARTHQUAKE RESPONSE OF A STRUCTURE ON A PILE GROUP IN LIQUEFIABLE SAND DEPOSIT : (Part-1)CENTRIFUGE TEST  Full Text: CiNii    917-918
EARTHQUAKE RESPONSE OF A STRUCTURE ON A PILE GROUP IN LIQUEFIABLE SAND DEPOSIT : (Part-2)CORRELATION ANALYSIS  Full Text: CiNii    919-920
Earthquake Response Analysis Method for Wall-Foundation : (Part 1)Basic Behaviors  Full Text: CiNii    921-922
Earthquake Response Analysis Method for Wall-Foundation : (Part 2)Analysis Model  Full Text: CiNii    923-924
Earthquake Response Analysis Method for Wall-Foundation : (Part 3)Correlation with Forced Vibration Test Results  Full Text: CiNii    925-926
Full Scall Vibration Test and Analysis on Soil-Pile-Structure : (Part2)Test Results for Bertical Exsitation  Full Text: CiNii    927-928
Full Scall Vibration Test and Analysis on Soil-Pile-Structure : (Part3)Outline of Analysis  Full Text: CiNii    929-930
Full Scall Vibration Test and Analysis on Soil-Pile-Structure : (Part4)Comparison between Test and Analysis Results  Full Text: CiNii    931-932
Measurement of microtremors through a pile supported medium rise SRC building  Full Text: CiNii    933-934
Earthquake observation of pile-supported high-rise residential building : (Part 1)Outline of observation system and dynamic characteristics of soil-pile-building system  Full Text: CiNii    935-936
Observation of seismic motions through a pile supported medium rise SRC building and subsoil  Full Text: CiNii    937-938
On New Formulation for Three Dimensional Earthquake Respose Analysis of an Embedded Pile foundation  Full Text: CiNii    939-940
Dynamic analysis of pile groups surrounded with a soil layer based on the wave propagation theory : (Part 1. )  Full Text: CiNii    941-942
Dynamic analysis of pile groups surrounded with a soil layer based on the wave propagation theory : (Part 2. )  Full Text: CiNii    943-944
Seismic response analysis of trouped pile foundation using substructure method : Part IV Base contacting effects  Full Text: CiNii    945-946
Seismic response analysis of trouped pile foundation using substructure method : Part V Rocking and vertical impedance  Full Text: CiNii    947-948
Characteristics of soil-pile group-embedded foundation systems in vibration by B. E. M.  Full Text: CiNii    949-950
Pile Head Impedances of Soil-Pile Group Systems in vertical vibration : Case of Floating Piles  Full Text: CiNii    951-952
A physical approximation of pile-head impedances of soil-pile group systems : Case of floating piles  Full Text: CiNii    953-954
Dynamic Inpedance of Pile Group Foundation  Full Text: CiNii    955-956
Impedance function of soil-pile group-embedded structure system  Full Text: CiNii    957-958
A STUDY ON DYNAMIC HORIZONTAL STIFFNESS OF PILE GROUP WHICH IS RECTANGULARLY ARRANGED  Full Text: CiNii    959-960
A Study on Effective Input Motions of Pile Foundations  Full Text: CiNii    961-962
A Study on The Seismic Response of Piles in The Soil-Superstructure Interaction System  Full Text: CiNii    963-964
Anlytical Study on Dynamic Characteristics of Tuned Mass Damper Control System with Oniaxial Eccentricity  Full Text: CiNii    965-966
A Study on Vibration Control of Steel Staircase using TMD  Full Text: CiNii    967-968
Study on Vibration Control of Truss Steel Tower atop Building : (part III)Analytical Study on Vibration Control Effect of TMD  Full Text: CiNii    969-970
Analytical Study on Dynamic Characteristics of Tuned Mass Damper Control System with Bi-axial Eccentricity to Random Wind Force(I)  Full Text: CiNii    971-972
Analytical Study on Dynamic Characteristics of Tuned Mass Damper Control System with Bi-axial Eccentricity to Random Wind Force(II)  Full Text: CiNii    973-974
Typhoon and earthquake observation of 37-story office building installed with tuned pendulum mass damper  Full Text: CiNii    975-976
Earthquake damping effects by X-type dampers installed on a high-rise building  Full Text: CiNii    977-978
Aerodynamical Vibration Control of High Rise Building  Full Text: CiNii    979-980
Study of a vibration damper system for high-rise structures : Part 7. Free vibration and stationary vibration tests  Full Text: CiNii    981-982
Study of a vibration damper system for high-rise structures : Oart 8. Random vibration test  Full Text: CiNii    983-984
Study of a vibration damper system for high-rise structures : Part 9. Acceralating test of viscoelastic material  Full Text: CiNii    985-986
Experimental Studies on Tuned Liquid Damper : Part3. Experiments on Large Scale Tuned Liquid Column Damper Effective in Two Directions  Full Text: CiNii    987-988
Exprimental Study on Characteristics and Damping Effects of torus-shaped Tuned Liquid Damper  Full Text: CiNii    989-990
Study of vibration damper system using hydrodynamic force of sloshing : Part 17. Random excitation tests on model structure with dampers  Full Text: CiNii    991-992
Study of Vibration Damper System Using Hydrodynamic Force of Sloshing : Part 18. Damping Effects on Tower during Typhoon 9019  Full Text: CiNii    993-994
Damping Behavior in Sloshing and Characteristics of Sloshing Damper : Experiment of Sloshing Damper with Viscous Fluid in Circular Cylindrical Tanks  Full Text: CiNii    995-996
Wind-induce vibration of high-rise building with tuned liquid damper  Full Text: CiNii    997-998
Numerical simulation on wind-induced vibration of TLD-structure system used 3-dimensional linear slosing model  Full Text: CiNii    999-1000
Experiments of Vibration Damper Using Visco-elastic Material : Part3 Dynamic Loading Test of Vibration Damper Using Actual Scale Model  Full Text: CiNii    1001-1002
Experiments of Vibration Damper Using Visco-elastic Material : Part4 Fatique Loading Test of Vibration Dmper Using Actual Scale Model  Full Text: CiNii    1003-1004
Study on a Vibration Control Wall with Viscoelastic Material : Part 1 Results of Lateral Shear Experiments  Full Text: CiNii    1005-1006
Study on Vibration Control Wall with Viscoelastic Material : (Part 2)Vibration Test for Steel Frame with Vibration Control Walls  Full Text: CiNii    1007-1008
A study on struvtural vibration control using viscoelastic material : Part 3 A study on arrangements of damping devices(An outline of analyses)  Full Text: CiNii    1009-1010
A study on struvtural vibration control using viscoelastic material : Part 4 A Study on arrangements of damping devicws(Results of analyses)  Full Text: CiNii    1011-1012
Real-Time On-Line Test Applied for Structures with Viscous Dampers  Full Text: CiNii    1013-1014
Application of the lead joint-damper to a thermal power plant building : Part1 : Horizontal loading test for lead damper  Full Text: CiNii    1015-1016
Application of the lead joint-damper to a thermal power plant building : Part2 : Sesmic response of the building  Full Text: CiNii    1017-1018
Application of hysteretic damper to a power struture : Study of earthquake response characteristics of structures enploying vibration control devices  Full Text: CiNii    1019-1020
ON THE OPTIMAL DISTRIBUTION OF YIELD FORCES OF ELASTO-PLASTIC DAMPERS : PART I : REAPPRAISAL OF THE "DUCTILITY FACTOR CONTROL PROCEDURE"  Full Text: CiNii    1021-1022
Study on Response Control Effect of Suspension Type Structure  Full Text: CiNii    1023-1024
A response vontrolled system with the hysteretic damping of low yield point steel  Full Text: CiNii    1025-1026
Pulse Vontrol of Elastoplastic Structures under Sismic Excitation  Full Text: CiNii    1027-1028
Study on Seismic Response Control of Telecommunication Tower on the top of Building  Full Text: CiNii    1029-1030
Study on vibration control method using gyroscopic moment : Part.3 Test on Shaking Table  Full Text: CiNii    1031-1032
Study on Efficiency of Active Control Algorithms for Nonlinear Structures  Full Text: CiNii    1033-1034
Optimum Seismic Control System of Structures by Fuzzy Maximizing Decision : 2. In Case of Target Response as Relative Displacement Response  Full Text: CiNii    1035-1036
Elasto-plastic Response Control For Building Vibration Using Fuzzy Set Theory : Part 1 Analytical Approach  Full Text: CiNii    1037-1038
Examination on the weighting coefficients in an instantaneous optimal control  Full Text: CiNii    1039-1040
Optimum Design of Parameters on Dynamic Absorber Including Lever and Pendulum Mechanism  Full Text: CiNii    1041-1042
Study on passive damping devices for high-rise buildings  Full Text: CiNii    1043-1044
2523 APPLICATION OF THE FUZZY THEORY IN THE ACTIVE CONTROL OF STRUCTURES UNDER DYNAMIC LOADS  Full Text: CiNii    1045-1046
Control Effect and Energy Efficiency on Active Mass Damper : Part 1 Control Effect  Full Text: CiNii    1047-1048
Control Effect and Energy Efficiency on Active Mass Damper : Prt 2 Energy Efficiency  Full Text: CiNii    1049-1050
An experimental study of an active tendon control  Full Text: CiNii    1051-1052
Development of Active Mass Driver System : Part 5 : Strong Wind Observations and the Control Effect  Full Text: CiNii    1053-1054
Design flow of seismic-response-controlled structure qith AMD system  Full Text: CiNii    1055-1056
Active Vibration Control System for Super Skyscraper Vibration Control for Wind Forces  Full Text: CiNii    1057-1058
A study of the activevibration control system by phase control using a low-pass-filter  Full Text: CiNii    1059-1060
Dynamic loading test of a full scale frame with an active variable stiffness device : (Part1)Basic performance test  Full Text: CiNii    1061-1062
Dynamic loading test of a full scale frame with an active variable stiffness device : (Part2)Stiffness change test  Full Text: CiNii    1063-1064
Development of Active Variable Stiffness System : (Part-1)Outline of the Applied Building and Composition of the AVS System  Full Text: CiNii    1065-1066
Development of Active Variable Stiffness System : (Part-2)Forced Vibration and Stiffness Changing Test of the Building with the AVS System  Full Text: CiNii    1067-1068
A Study on Hybrid Mass Damper : Part1 Description of HMD System  Full Text: CiNii    1069-1070
A Study on Hybrid Mass Dmper : Part 2 Test Results & Simulation  Full Text: CiNii    1071-1072
A Study on Hybrid Mass Damper : Part5 Control of Higher Modes using Hybrid Mass Damper  Full Text: CiNii    1073-1074
A Study on Hybrid Mass Damper : Part4 An Approach to Estimate Displacement Response  Full Text: CiNii    1075-1076
HYBRID CONTROLLED STRUCTURES WITH TMMD SYSTEM : PART I : CONTROL STRATEGY OF TMMD SYSTEM AND ITS FUNDMENTAL RESPONSE PROPERTY  Full Text: CiNii    1077-1078
HYBRID CONTROLLED STRUCTURES WITH TMMD SYSTEM : PART II : STRUCTURES GENERATED BY THE ALGORITHM"MODE CONTROL METHOD"  Full Text: CiNii    1079-1080
HYBRID CONTROLLED STRUCTURES WITH TMMD SYSTEM : PART III A PARTICIPATION FUNCTIONS FOR STRUCTURE WITH HIGH DAMPING PROPERTY  Full Text: CiNii    1081-1082
HYBRID CONTROLLED STRUCTURES WITH TMMD SYSTEM : Part IV ON A METHOD TO JUDGE THE OPTIMAL DAMPING RATIO OF TMMD  Full Text: CiNii    1083-1084
Control of structural vibration by inertia pump damper : Part(9)Weakly turbulent resistance model for the damper of direct circuit type  Full Text: CiNii    1085-1086
Control of structural vibration by inertia pump damper : Part(10)Vibration response analysis of portal frame with the damper of direct circuit type  Full Text: CiNii    1087-1088
Active Vibration Control System for High-rise Buildings : (Part 7)Summary of Expero, emt pf Vibration Control taking into account Control Structural Constraints  Full Text: CiNii    1089-1090
Active Vibration Control System for High-rise Buildings : (Part 8)Control Law taking Spillover into Consideration and its Theoretical Performance Evaluation  Full Text: CiNii    1091-1092
Active Vibration Control System for High-rise Buildings : (Part 9)Robust Control Law for Spillover and its Theoretical Performance Evaluation  Full Text: CiNii    1093-1094
Active Vibration Control System for High-rise Buildings : (Part 10)Experimental Results of Vibration Control taking Spillover into Consideration  Full Text: CiNii    1095-1096
Active Vibration Control System for High-rise Buildings : (Part 11)Experimental Results of a Robust Control  Full Text: CiNii    1097-1098
A vibration controlling device using magnets : Part 3 An experimental study of semi-active base isolation system based on fuzzy control  Full Text: CiNii    1099-1100
An active control system using tuned mass damper : Part 1. Analytical study on fundamental characteristics of the system  Full Text: CiNii    1101-1102
An active control system using tuned mass damper : Part 2. Results of fundamental tests  Full Text: CiNii    1103-1104
NEW DESIGN PHILOSOPHY OF DYNAMIC INTELLIGENT BUILDING : Part. 8 Placement of Active Controllers : Actibe Adjustable Stiffness System with Self-balancing Adaptive Control  Full Text: CiNii    1105-1106
Study of Mass damper with convertible Active and Passive modes : Part1 Shaking Table Test of Small Model Structure  Full Text: CiNii    1107-1108
2555 A Study On Response Control of Buildings with Active Mass Damper  Full Text: CiNii    1109-1110
Study on a control method of floor vibration using semi-active floor dynamic damper : Experimental study on floor vibration of the real structure controlled in plural vibration modes  Full Text: CiNii    1111-1112
A Study on A Semi-Active Vibration Control System for Structural Control : Part3. Device and Control Method  Full Text: CiNii    1113-1114
A Study on A Semi-Active Vibration Control System for Structural Control : Part4. Experimental Results and Analysis  Full Text: CiNii    1115-1116
Study on Semi-active Base Isolation System Using Friction Controllable Sliding Bearing : Part 1 Description of System  Full Text: CiNii    1117-1118
Study on Semi-active Base Isolation System Using Friction Controllable Sliding Bearing : Part 2 Control Algorithms  Full Text: CiNii    1119-1120
Research on Active Seismic Response Control System with Variable Structure Characvteristics Using Variable Stiffness and Damping Mechanism : (Part-1)Basic Property and Control Method  Full Text: CiNii    1121-1122
Research on Active Seismic Response Control System with Variable Structure Characvteristics Using Variable Stiffness and Damping Mechanism : (Part-2)Feed Fprward Control Experiment  Full Text: CiNii    1123-1124
Research on Active Seismic Response Control System with Variable Structure Characvteristics Using Variable Stiffness and Damping Mechanism : (Part-3)Analytical Study of Tall Building with Feedback Control Algorithm  Full Text: CiNii    1125-1126
Study on optimal contrpl for Active vivelation control system : Part 1 : Evalution of the Coefficients(Q, R)of the Ofjective Functions  Full Text: CiNii    1127-1128
Study on optimal contrpl for Active vivelation control system : Part 2 : Evaluation of the control of the higher order modes  Full Text: CiNii    1129-1130
FUNDAMENTAL STUDIES FOR ACTIVELY CONTROLLED STRUCTURES : PART III : AN EXPERIMENT OF ACTIVELY CONTROLLED STRUCTURES WUTH A MULTIPLE CONTROL-FORCES SYSTEM  Full Text: CiNii    1131-1132
A Fundamental Study on Tranverse-Tortional Vibration Control of Structure by AMD  Full Text: CiNii    1133-1134
Research on Vibration Control of high -rise building : Part5 : Possibility of Evaluation on Seismic Response of high-rise building by Experimental Results  Full Text: CiNii    1135-1136
A study on developments of experimental apparatus for the active vibration control systems : Part 1. Developments of experimental apparatus  Full Text: CiNii    1137-1138
A study on developments of experimental apparatus for the active vibration control systems : Part 2. Active contorol trsts with the apparatus by the control algorithms of external damping type  Full Text: CiNii    1139-1140
Fundamental study on active vibration control system by variable damping mechanism : Part 1 Performance tests on the device  Full Text: CiNii    1141-1142
Fundamental study on active vibration control system by variable damping mechanism : Part 2 A consideration of the control effects  Full Text: CiNii    1143-1144
Study on Floor Vibration Control Damper in Office Building  Full Text: CiNii    1145-1146
Development of Tuned Mass Damper for Long-Period Buildings  Full Text: CiNii    1147-1148
A study on tuned mass damper : Part 3. Experiment of large scale model TMD  Full Text: CiNii    1149-1150
Nonlinear Control of Single Degree of Freedom Structure with Hybrid Type Device for Absorbing Vibration  Full Text: CiNii    1151-1152
Vibration control of tall buildings by roller pendulum : Part 2 : Outline of improved TRD  Full Text: CiNii    1153-1154
Vibration control of tall buildings by roller pendulum : Part 3 : Verification Test  Full Text: CiNii    1155-1156
On the Structural Configuration Mechanics by Variational Principles : Part 1 : Object and Clue of the Research  Full Text: CiNii    1157-1158
On the Structural Configuration Mechanics by Variational Principles : Part 2 ; Investigation of the Results for Elastic Frames  Full Text: CiNii    1159-1160
On the Structural Configuration Mechanics by Variational Principles : Part 3 : On the Numerical Technique for the Optimum Solution in the Large  Full Text: CiNii    1161-1162
SHAPE ANALYSIS OF STURUCTURES UNDER THE CONSTRAINTS OF STRESS AND DISPLACEMENT : Part 3 : Numerical Analysis  Full Text: CiNii    1163-1164
Dynamic Analysis of Unstable Structures : Part1 : Theoretical Study  Full Text: CiNii    1165-1166
Dynamic Analysis of Unstable Structures : Part2 : Procedure for Computing and Examples  Full Text: CiNii    1167-1168
A study on shear buckling behavior of steel thin plate : (Part 1)Outline of Experiments  Full Text: CiNii    1169-1170
A study on shear buckling behavior of steel thin plate : (Part 2)Measuring system of lateral displacement  Full Text: CiNii    1171-1172
Nonlinear Analysis of Equilibrium Path of Shallow Arches  Full Text: CiNii    1173-1174
A CONSIDERATION OF UNSTABLE ROTATION UNDER 3-DIMENSIONAL TORQ  Full Text: CiNii    1175-1176
Analyses of snap through path of shallow circlular arches  Full Text: CiNii    1177-1178
PREDICTION OF CRITICAL EXCITING FORCE UTILIZING THE SOLUTION OF AUTONOMOUS SYSTEM  Full Text: CiNii    1179-1180
Dynamic Buckling Load of Shallow Trusses under Up-and-Down Excitations Considering Damping  Full Text: CiNii    1181-1182
Ultimate Strength Analysis of R/C Roof-Type Circular Cylindrical Shells Stiffened with a rib : Part. 1 Ultimate Strength  Full Text: CiNii    1183-1184
Ultimate Strength Analysis of R/C Roof-Type Circular Cylindrical Shells Stiffened with a rib : Part. 2 Cracking Patterns for Four-Point Simply Supported-Type Shells  Full Text: CiNii    1185-1186
Ultimate Strength Analysis of R/C Roof-Type Circular Cylindrical Shells Stiffened with a rib : Part. 3 Cracking Patterns for Four-Point Supported Cantilever-Type Shells  Full Text: CiNii    1187-1188
Failure tests of reinforced concrete shallow domes with initial imperfection  Full Text: CiNii    1189-1190
Comparison of experiments and numerical analyses for the effects of loading modes on the reinforced concrete spherical shells  Full Text: CiNii    1191-1192
Experimental study of shearing resistance of reinforced concrete cylindical shell  Full Text: CiNii    1193-1194
Effects of diagonal reinforcement of reinforced concrete cylindrical shells on elastin-plastic behavior of its shell roof models  Full Text: CiNii    1195-1196
Influence of Bending Rigidity in Shells of Revolution  Full Text: CiNii    1197-1198
Contact problem of thin cylindrical shell with the inside restriction : The case of the thin shell under asymmetric buckling  Full Text: CiNii    1199-1200
A Study on the Stress Analysis of a Cooling Tower Considering Up-Lift of Base Ring  Full Text: CiNii    1201-1202
On Strain Energy Induced in Colling Towers Subjected to Earthquakes  Full Text: CiNii    1203-1204
A study on fuzzy control of a conical shell subjected to seismic forces(Part 2)  Full Text: CiNii    1205-1206
FINITE ELEMENT ANALYSIS OF THE FLUID FLOW AROUND A CYLINDRICAL ROOF  Full Text: CiNii    1207-1208
A Basic study on hydro-dynamic pressure test of cylindrical vessel : Part-1 Test specimen and equipment  Full Text: CiNii    1209-1210
A Basic study on hydro-dynamic pressure test of cylindrical vessel : Part-2 Test result  Full Text: CiNii    1211-1212
A geometrical nonlinear analysis of single-layer latticed domes  Full Text: CiNii    1213-1214
Estimation of elasto-plastic buckling loads for reticular domes on a circular plan  Full Text: CiNii    1215-1216
On numerical examples of elastic buckling of single-layer latticed domes with regular hexagonal plan  Full Text: CiNii    1217-1218
On the effect of initial imperfection on the buckling characteristics of single-layer ratticed domes : Part 1 Effect of joint flexibility  Full Text: CiNii    1219-1220
On the effect of initial imperfection on the buckling characteristics of single-layer ratticed domes : Part 2 Reduction factor of buckling strength  Full Text: CiNii    1221-1222
An estimation procedure of the buckling load of a rigidly jointed single layer reticular dome with geometrical imperfections and non-uniform loads  Full Text: CiNii    1223-1224
An elasto-plastic bynamic analysis for single layer reticular dome : In the case of suddenly sliding-down of snow on the dome  Full Text: CiNii    1225-1226
ELASTO-PLASTIC BUCKLING ANALYSIS OF SINGLE LAYER RETICULATED DOME : (PART 1)ELASTO-PLASTIC BUCKLING ANALYSIS WITH STIFFNESS AT CONNECTORS  Full Text: CiNii    1227-1228
ELASTO-PLASTIC BUCKLING ANALYSIS OF SINGLE LAYER RETICULATED DOME : (PART 2)LOADING TESTS AND ELASTO-PLASTIC BUCKLING ANALYSIS  Full Text: CiNii    1229-1230
Analytical investigation of ultimate strengths of a single layered reticular dome with relaxation at connectors  Full Text: CiNii    1231-1232
A study on story shear coefficient for high-rise single layer latticed dome  Full Text: CiNii    1233-1234
A study on buckling property of high-rise single layer latticed dome under self weight and seismic force(Part 1) : Behavior of the unit triangle by static cyclic load  Full Text: CiNii    1235-1236
A study on buckling property of high-rise single layer latticed dome under self weight and seismic force(Part 2) : Earthquake response analysis of a unit triangle  Full Text: CiNii    1237-1238
Study of long span wppden strictire Influence of joint's looseness having bending resistance  Full Text: CiNii    1239-1240
Study of long span wppden strictire Experimental study of wooden H. P. shell roof  Full Text: CiNii    1241-1242
Vibration and Load-Carrying Tests of A Timber Single-Layer Lattice Dome : Part 1 : Outline of Dome and Vibration Test  Full Text: CiNii    1243-1244
Vibration and Load-Carrying Tests of A Timber Single-Layer Lattice Dome : Part 2 : Load-Carrying Test and Results  Full Text: CiNii    1245-1246
Snap-Through Bucklong and Torsional Buckling of Joint of Single-Layer Lattice Shells : Part 1 : Buckling Behaviours and Analytical Model  Full Text: CiNii    1247-1248
Snap-Through Bucklong and Torsional Buckling of Joint of Single-Layer Lattice Shells : Part 2 ; Basic Equations and Numerical Analysis  Full Text: CiNii    1249-1250
A reduced stiffness analysis based on the modified slope deflection method for a latticed dome  Full Text: CiNii    1251-1252
Effects of load carrying capacity of double layered latticed dome under unbalanced snow load : Part1. In case of partial loads on crown of dome  Full Text: CiNii    1253-1254
Effects of load carrying capacity of double layered latticed dome under unbalanced snow load : Part2. In case of symmetrical loads on half of dome  Full Text: CiNii    1255-1256
On the vuckling strength of "diagonal-on-square"double-layer grid constructed by a bolted jointing system  Full Text: CiNii    1257-1258
The effect of boundary members on the elastic buckling strength of "square-and-diagonal"double-layer grid  Full Text: CiNii    1259-1260
The effect of member arrangement on load bearing capacity of "square-on-square"double-layer grid  Full Text: CiNii    1261-1262
On some double-layer lattice plates of on effective twisting rigidity  Full Text: CiNii    1263-1264
A Study on the Elasto-Plastic Method(II) with Large Deflection of Space Frames : Part3. Elastic Large-Deflection Analysis  Full Text: CiNii    1265-1266
An analytical method for a two-dimensional model expressing three-dimensional actions of a certain gable frames by using Ritz's method  Full Text: CiNii    1267-1268
The Structural Design Method of Long-span Truss structures with the SRSS method  Full Text: CiNii    1269-1270
Advanced Formian Methode Considering the Reasonability of Structural Mechanics  Full Text: CiNii    1271-1272
Leg Polygon Method : (Part 2)Scheme and design for new various spaces  Full Text: CiNii    1273-1274
Leg Polygon Method : (Part 3)The basic principles of polygon  Full Text: CiNii    1275-1276
Structural Design and Construction of Tension Lattice Dome : Part 1 : Structural Outline of the TLD System and the Actual Structure  Full Text: CiNii    1277-1278
Structural Design and Construction of Tension Lattice Dome : Part 2 : Measuring Results Obtained from the Observation during Construction  Full Text: CiNii    1279-1280
Development of a Hybrid Dome composed of Glulams and Steel Cables : Part 1 Outline of the stractural system and design of the dome  Full Text: CiNii    1281-1282
Development of a Hybrid Dome composed of Glulams and Steel Cables : Part 2 Creep tests of Glued^Laminated timbers  Full Text: CiNii    1283-1284
Development of a Hybrid Dome composed of Glulams and Steel Cables : Part 3 Tests pf Glulam Joint System  Full Text: CiNii    1285-1286
Development of a Hybrid Dome composed of Glulams and Steel Cables : Part 4 Bending and Buckling Tests on Coupled Glulam Beams  Full Text: CiNii    1287-1288
Development of a Hybrid Dome composed of Glulams and Steel Cables : Part 5 Outline of the Entire Scale Model and the Erection Test  Full Text: CiNii    1289-1290
Development of a Hybrid Dome composed of Glulams and Steel Cables : Part 6 Experimental Study on the Load Bearing Mechanism with the Entire Scale Model  Full Text: CiNii    1291-1292
Development of a Hybrid Dome composed of Glulams and Steel Cables : Part 7 Analytic studies of the overall buckling of the dome  Full Text: CiNii    1293-1294
Analysis of cable structure with scattering in initial tensile forces  Full Text: CiNii    1295-1296
Study on the hybrid structure supported y cable : Part 1 Investigation on structural characteristic for wind pressure in the case of the glass element  Full Text: CiNii    1297-1298
Torsional Buckling Analysis of Hybrid Cable Structures : Part 3 : Numerical Analysis of Real Structures by the Reduction Method of Number of Degrees of Freedom  Full Text: CiNii    1299-1300
An Experimental Study on Structural Characteristic of Tension Strut Dome  Full Text: CiNii    1301-1302
The Structural Behaviours of the Truss Structure Stabilized by Cable Tension : Part 3 : The Results of Experiments for Unit Structures  Full Text: CiNii    1303-1304
A study on the Mechanical Property of the Beam String Structure with Flat Circular Arch : Part 1 The Stress and Displacement for Additional Load  Full Text: CiNii    1305-1306
A study on the Mechanical Property of the Beam String Structure with Flat Circular Arch : Part 2 Structural Planning for the H-Shaped Steel  Full Text: CiNii    1307-1308
A study on the Mechanical Property of the Beam String Structure with Flat Circular Arch : Part 3 Prestressing and Construction Method  Full Text: CiNii    1309-1310
Desing & Construction of the Complex Beam String Structure : (Part 1)Report on the Structure System and the Lift-up Construction Method  Full Text: CiNii    1311-1312
Desing & Construction of the Complex Beam String Structure : (Part 2)Report on the Mechanical Properties and Vibration Test  Full Text: CiNii    1313-1314
Study on shear stiffness of coated fabrics for membrance structures  Full Text: CiNii    1315-1316
Numerical analysis of equally stressed surface with edge cables to a unifoum sectional load  Full Text: CiNii    1317-1318
MEMBRANE STRUCTURE ANALYSIS IN SUBSTITUTING CABLE NET  Full Text: CiNii    1319-1320
Study on the mechanical properties for the Tensile Membrane Structures with saddle type : Part 1 : Structural experiment  Full Text: CiNii    1321-1322
Study on the mechanical properties for the Tensile Membrane Structures with saddle type : Part 2 : Numerical analysis and Structural planning  Full Text: CiNii    1323-1324
Study on the structural characteristcs of the Tensile Membrane Structures with Horn Shape : part. 1 Determination of the Membrane Surface and the Mechanical behavior  Full Text: CiNii    1325-1326
Study on the structural characteristcs of the Tensile Membrane Structures with Horn Shape : part. 2 Observation of the Membrane behavior due to the prestressing and the Wind Tunnel Test  Full Text: CiNii    1327-1328
Study on the Basic Mechnical preperties fou pyramidal Membrane Structure : part6 : The repair method of "KOKUDO/YUTORI DOME"  Full Text: CiNii    1329-1330
A study on a new water hydrostatic bearing system which drives to support a retactable roof : Part 1 Structure and characteristic  Full Text: CiNii    1331-1332
A study on a new water hydrostatic bearing system which drives to support a retactable roof : Part 2 Test results  Full Text: CiNii    1333-1334
Study on a retractable roofed stadium : Part 1 : Profiles and outline of structural design  Full Text: CiNii    1335-1336
Study on a retractable roofed stadium : Part 2 : Aseismic design  Full Text: CiNii    1337-1338
Study on a Retractable Roofed Stadium : Part 3 : Time-averaged wind pressure  Full Text: CiNii    1339-1340
Study on a Retractable Roofed Stadium : Part 4 : Characvteristics of fluctuating wind pressure and response analysis  Full Text: CiNii    1341-1342
Study on Aseismatic design of Retractable Roofed Stadium : (Part 1)Examination of Efect of the Coupled Motion by a Simple Model  Full Text: CiNii    1343-1344
Study on an Aseismatic design of Retractable Roofed Stadium : (Part 2)Optimum Design of Elastoplastic Spring  Full Text: CiNii    1345-1346
A study on the retractable roof dome structure : Part 1 : General planning  Full Text: CiNii    1347-1348
A study on the retractable roof dome structure : Part 2 : Concept of seismic design  Full Text: CiNii    1349-1350
A study on the retractable roof dome structure : Part 3 : Dynamic characteristics and seismic design of the structure(level 1)  Full Text: CiNii    1351-1352
A study on the retractable roof dome structure : Part 4 : Seismic safety at the time of the maximum earthquake  Full Text: CiNii    1353-1354
A study on the retractable roof dome structure : Part5. Sismic response during movement  Full Text: CiNii    1355-1356
Analytical Study on the Effect of Embedment for a PWR Reactor Building Constructed on a hard Rock : Part1 : In the Case of a Single Building  Full Text: CiNii    1357-1358
Analytical Study on the Effect of Embedment for a PWR Reactor Building Constructed on a hard Rock : Part2 : Study on the Effect of an Adjacent Building  Full Text: CiNii    1359-1360
A study of the earth pressure acting to structure in soft rock : (Part 2)Summari of observed seismic records  Full Text: CiNii    1361-1362
A study of the earth pressure acting to structure in soft rock : (Part 2)Dynamic Earth Pressure and Relative Displacement between ground and structure  Full Text: CiNii    1363-1364
Model Tests on Embedment Effect on Reactor Building-Laboratory Test : Part8 : The Results of Cross Interaction Test with Non Embedment Foundation  Full Text: CiNii    1365-1366
Model Tests on Embedment Effect on Reactor Building-Laboratory Test : Part 9 : Test Results of Hard Ground with One-side Embedded Base  Full Text: CiNii    1367-1368
Vertical Earthquake Response Abalysis of An Embedded Nuclear Power Plant  Full Text: CiNii    1369-1370
Changes of response of structure affected by variation of locking danping due to uplifting of basemat  Full Text: CiNii    1371-1372
Research on base isolation system for nuclear facilities : Part 1 : Outline of research  Full Text: CiNii    1373-1374
Research on base isolation system for nuclear facilities : Part 2 : Result of characteristics test of isolator elements  Full Text: CiNii    1375-1376
Research on base isolation system for nuclear facilities : Part 3 : Result of site experiments using test buildings  Full Text: CiNii    1377-1378
Research on base isolation system for nuclear facilities : Part 4 : Result of earthquake observation using test buildings  Full Text: CiNii    1379-1380
Study on Concept of Seismic Isolation Type Plant for FBR : Part6 Experimental Study on Largely Deformable Steel Damper  Full Text: CiNii    1381-1382
Study on Concept of Seismic Isolation Type Plant for FBR : Part7 Fatigue Rupturing Charavteristics of Largely Deformable Steel Damper  Full Text: CiNii    1383-1384
Study on Concept of Seismic Isolation Type Plant for FBR : Part8 An Investigation on Ultimate Strength of Isolation Layer with Basemat  Full Text: CiNii    1385-1386
Applecation Study of Base Isolation System to Nuclear Fel Facility : Part11. 1990. 5. 3 Kashima-nada Earthquake  Full Text: CiNii    1387-1388
Applecation Study of Base Isolation System to Nuclear Fel Facility : Part 12 Simulation Analyses of Shaking Table Tests of High-Damping Rubber Sliding Bearing  Full Text: CiNii    1389-1390
Applecation Study of Base Isolation System to Nuclear Fel Facility : Part 13 Analytical Investigation of Base-isolated Structure with Soft-landing Device  Full Text: CiNii    1391-1392
Applecation Study of Base Isolation System to Nuclear Fel Facility : Part 14 Study on Response of Base-isolated Building with Stopper Device  Full Text: CiNii    1393-1394
Study on Uncertainty and Randomness of Base-Isolated Buildings : Part IV Proposal of Equivalent Kunear Rseponse Spectrum  Full Text: CiNii    1395-1396
Study on Uncertainty and Randomness of Base-Isolated Buildings : Part V Multi-dimensionality of earthquake ground motions and design method of isolation devices  Full Text: CiNii    1397-1398
Evaluation of Ultimate Vapacity for Seismic Isolation Layer Considering Randomness of Rubber Bearing  Full Text: CiNii    1399-1400
Foundatin Works of High Damping Sand for Reduction of Earthquake Response : Part 1 : Dynamic characteristics of No. 1 Type Asphalt Sand  Full Text: CiNii    1401-1402
Foundatin Works of High Damping Sand for Reduction of Earthquake Response : Part 2 : Dynamic characteristics of No, 2 Type Asphalt Sand  Full Text: CiNii    1403-1404
Structural integrity test of prestressed concrete containment vessel : Part 1 Test plan  Full Text: CiNii    1405-1406
Structural integrity test of prestressed concrete containment vessel : Part 2 Test results and analytical method  Full Text: CiNii    1407-1408
Structural integrity test of prestressed concrete containment vessel : Part 3 Evaluation results  Full Text: CiNii    1409-1410
Long-term Behaviors of a Prestressed Concrete Containment Vessel : a Continued Report 1  Full Text: CiNii    1411-1412
Study on Vertical Response Characteristics of Nuclear Power Plants Based on Observed Earthquake Records : Part 3 Simulation analysis for earthquake response of resistance walls  Full Text: CiNii    1413-1414
Test on Air Leakage through the Cracks of Reinforced Concrete Shear Walls under Lateral Force  Full Text: CiNii    1415-1416
Study on measured temperature in base mat and bed rock of Sendai Nuclear power plant  Full Text: CiNii    1417-1418
Design Method of a Mat Foundation on Hard Soil Deposit Considering Level Gaps  Full Text: CiNii    1419-1420
Design method of slab with small depth beams  Full Text: CiNii    1421-1422
The significance of minute deformation load test of the bored pile in engineering  Full Text: CiNii    1423-1424
Tests on Bearing Capacity of Piles using the Similar Model  Full Text: CiNii    1425-1426
Properties of the bearing capacity of large diameter and long length PHC piles settled by inner excavation and impact-driving method  Full Text: CiNii    1427-1428
Vertical Loading Test of Cast-in-place Concrete Pile at Sennan Area  Full Text: CiNii    1429-1430
Uplift Capacity of an expanded-shaft pile  Full Text: CiNii    1431-1432
Vertical load test of small diameter steel piles with a steel helical blade (part 3)  Full Text: CiNii    1433-1434
Field test and bertical load test of small diameter steel piles with a steel helical blade (part 3)  Full Text: CiNii    1435-1436
Influence of soil conditions on frictonal resistance of displacement piles  Full Text: CiNii    1437-1438
Cyclec Uplift Test of a Driven Pile  Full Text: CiNii    1439-1440
Countermeasure and measurement of negative skin friction on piles : Part 3 Result of measurement  Full Text: CiNii    1441-1442
Piles of countermeasure for negative skin friction (LUB-Piles) : Material property  Full Text: CiNii    1443-1444
Case Study on Seismic Capacity of Reinforced Concrete Piles : Part 1. Numerical Analysis for Free Pile Top  Full Text: CiNii    1445-1446
Case Study on Seismic Capacity of Reinforced Concrete Piles : Part2. Comparison Between Broms' Method and Numerical Analysis  Full Text: CiNii    1447-1448
Case Study on Seismic Capacity of Reinforced Concrete Piles : Part 3. Effects of Piles due to Axial Force and Test Data from R. C. Member of Circular Section  Full Text: CiNii    1449-1450
The influence on the ultimate rateral resistance by the axial force distribution in the part of RC pile buried in the soil  Full Text: CiNii    1451-1452
Field Test Data on Yield Pressure of Laterally Loaded Piles in Cohesionless Soils  Full Text: CiNii    1453-1454
Effect of Embeded Length on Behavior of Single Laterally Loaded Free-head Piles : Part1-Outline and Results of Tests  Full Text: CiNii    1455-1456
Effect of Embeded Length on Behavior of Single Laterally Loaded Free-head Piles : Oart2-Analytical Comparisons of Test Results  Full Text: CiNii    1457-1458
Study on lateral stiffness of foundation consist of diaphram walls and piles : Parametric study by FEM anarysis  Full Text: CiNii    1459-1460
Horizontal Behavior of Combined System of Piles and Underground Structure : Part 2 Analysis considering Ground Deformation  Full Text: CiNii    1461-1462
Study on the Improvement in Bearing Capacity and Deformability of Prestressed High Strength Concrete Pile : Part13 Analytical Method of Ultimate Bending Strength of Pile  Full Text: CiNii    1463-1464
Study on the Improvement in Bearing Capacity and Deformability of Prestressed High Strength Concrete Pile : Part 14 Effect of Longitudibal Bars on Ultimate Bending Strength of Pile  Full Text: CiNii    1465-1466
Effect of over-consolidation on the internal friction angle of sand : Part1 : Triaxial compression test results  Full Text: CiNii    1467-1468
Effect of over-consolidation on the internal friction angle of sand : Part2 : Simple shear test results  Full Text: CiNii    1469-1470
Study for failure mechanism of intermediate soils (Part III)  Full Text: CiNii    1471-1472
Friction tests between sand and steel under cyclic load  Full Text: CiNii    1473-1474
Frictional Behavior between Clay and Steel under Cyclic Loading by Test Tpparatus of Simple Shear Type  Full Text: CiNii    1475-1476
Measurement of in-situ lateral stress of a Narita sand  Full Text: CiNii    1477-1478
Stress-Diformation and Strength Characteristics of Soils under Various Rate Loadings : Part1 Unconfined Compressive Strength and Transformation Coefficient under Varios Rate Loadings  Full Text: CiNii    1479-1480
Survey of subsurface layers by apprication of electrical prospecting method  Full Text: CiNii    1481-1482
Design and Measurements on Behaviour of Spread Foundation for a High-Rise Building  Full Text: CiNii    1483-1484
Difference of Deformation of Bearing Strata between Ground Excavation and Construction  Full Text: CiNii    1485-1486
Young's Modulus Dependency on Strain of Bearing Strata  Full Text: CiNii    1487-1488
Estimation of Ground Deformations During Construction Period(Part 3) : Effect of Water Table Lowering  Full Text: CiNii    1489-1490
Loading Test of Foundation on Soft Ground  Full Text: CiNii    1491-1492
Model Test for Investigating Pile-tip Sttlement induced by Crush of Sandy-gravel under Pile-tip  Full Text: CiNii    1493-1494
A calculation of stress by rectangular linery distributed load in the ground  Full Text: CiNii    1495-1496
Method of ground-frame link analysis by integrating ground flexibility matrix into the frame stiffness matrix  Full Text: CiNii    1497-1498
An example of ground-frame link analysis by integrating ground flexibility matrix into the frame stiffness matrix  Full Text: CiNii    1499-1500
Measurent of settlement for the structure on large scale reclimed ground  Full Text: CiNii    1501-1502
Effect of leveling errors for the measured results of differential settlement of buildings  Full Text: CiNii    1503-1504
Pile stress analysis considering uneven settlement of foundation on vertical loading condition  Full Text: CiNii    1505-1506
A prediction method of differential settlement on reclaimed lands : Part 5 Stresses of structures due to differential settlement  Full Text: CiNii    1507-1508
A prediction method of differential settlement on reclaimed lands : Part 6 Non-dimensional standard deviations of stresses and displacements  Full Text: CiNii    1509-1510
Studies on Compression Type Permanent Inclined Ground Anchors (Part 1) : Constitution and Execution Test of Anchors  Full Text: CiNii    1511-1512
Studies on Compression Type Permanent Inclined Ground Anchors (Part 2) : Pull-out Tests  Full Text: CiNii    1513-1514
Studies on Compression Type Permanent Inclined Ground Anchors (Part 3) : Pull-out Tests and Creep Test  Full Text: CiNii    1515-1516
Studies on Compression Type Inclined Permanent Ground Anchors(Part 1) : Constitution and Execution Test of Anchors  Full Text: CiNii    1517-1518
Studies on Compression Type Inclined Permanent Ground Anchors(Part 2) : Pull-out Test  Full Text: CiNii    1519-1520
Studies on Compression Type Inclined Permanent Ground Anchors(Part 3) : Relaxation Test and Repeated Loading Test  Full Text: CiNii    1521-1522
Studies on A Tension type Permanent Ground Anchor (Part1) : A Study on Mixing Method of Grout  Full Text: CiNii    1523-1524
Studies on A Tension type Permanent Ground Anchor (Part1) : A Study on Shape and Meterial of Sheath  Full Text: CiNii    1525-1526
Study on the Pressurization of Grout in Ground Anchor  Full Text: CiNii    1527-1528
Permanent Ground Anchorages in Soft Rock to Prevent Overturning of Structures : Part1 : The Way of building Anchorages and Results of Quantity and Pressure of Their Grouting  Full Text: CiNii    1529-1530
Behavior of cylindrical cantilever earth retaining wall : Part 1 Under uniform radial load  Full Text: CiNii    1531-1532
Behavior of cylindrical cantilever earth retaining wall : Part 2 Under non-unifoum radial load  Full Text: CiNii    1533-1534
Behavior of earth retaining structure using pre-loading method : Part 1 Case analysis 1  Full Text: CiNii    1535-1536
Behavior of earth retaining structure using pre-loading method : Part 2 Case analysis 2  Full Text: CiNii    1537-1538
Behavior of earth retaining structure using pre-loading method : Part 3 Evaluation of pre-loading value  Full Text: CiNii    1539-1540
Study on earth pressure considering wall friction : Part2 Verification test of Coulomb's active earth ressure  Full Text: CiNii    1541-1542
Model Test on Sliding Surface caused by Partial Displacement Wall  Full Text: CiNii    1543-1544
Shear behavior of continuous underground walls reinforced by additionally cast concrete : PartI Direct Shear Tests  Full Text: CiNii    1545-1546
Shear behavior of continuous underground walls reinforced by additionally cast concrete : PartII Out-plane shear-bending tests  Full Text: CiNii    1547-1548
Shear behavior of continuous underground walls reinforced by additionally cast concrete : PartIII In-plane shear tests  Full Text: CiNii    1549-1550
Full-scale model tests on the rigid vertical joint between cast-in-situ diaphragm wall elements  Full Text: CiNii    1551-1552
Simple prediction method of dynamic deformation properties of soils : Application of Menegotto-Pinto model  Full Text: CiNii    1553-1554
Geotechnical Considerations on the Loma Preta Earthquake based on Rayleigh wave investigation (Part II)  Full Text: CiNii    1555-1556
Study of Dynamic Vertical Stiffness Properties of Pile  Full Text: CiNii    1557-1558
Ground conditions and damage due to liquefaction in Dagupan City in the 1990 Philippines, Luzon earthquake  Full Text: CiNii    1559-1560
Repair of Tilted and Sunl Buildings during the 1990 Luzon, Philippines Earthquake -Part 1-  Full Text: CiNii    1561-1562
Repair of Tilted and Sunl Buildings during the 1990 Luzon, Philippines Earthquake -Part 2-  Full Text: CiNii    1563-1564
Shaking table test on shell foundation during liquefaction : Part 4 Response analysis of combined system of shell foundation and building  Full Text: CiNii    1565-1566
Liquifaction shaking table test and analysis of super-structure with rigid foundation  Full Text: CiNii    1567-1568
Cell type foundation improved by Deep Cement Mixing Method against soil liquefaction : (Part7) Centrifuge vibratory tests of dynamic external force to improved ground  Full Text: CiNii    1569-1570
Shaking Table Tests on Liquefaction Resistance by Soil Cement Columns (Part 2)  Full Text: CiNii    1571-1572
Behavior of Piles under Liquefaction  Full Text: CiNii    1573-1574
A Modelling of Pile〜Soil Behaviors in Liquefied Sandy Layer : Part 2 Comparision of Pile Bending with Solution of the Beam Supported by Visco Elastic Media  Full Text: CiNii    1575-1576
The Principle and Applications of Soil Improvement by Super Lime Piles  Full Text: CiNii    1577-1578
Study on Increasing Lateral Earth Pressure using Super Lime Piles  Full Text: CiNii    1579-1580
Evaluation for the effect of the soil improvement of sand layer by sand compaction pile metod with the different percentage of improvement  Full Text: CiNii    1581-1582
Measurement of settlementof reclaimed land improved by means of vertical sand drains  Full Text: CiNii    1583-1584
Reinforcement effect of geotextile : Design method considering the safety factors of the design elements. Part II  Full Text: CiNii    1585-1586

PAGE TOP