TOP > CiNii Full Text Journal Directory > Architectural Institute of Japan > Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I > 1987

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I Architectural Institute of Japan 1987 (19870825)

表紙 / COVER Full Text: CiNii
[OTHERS] Full Text: CiNii
目次 Full Text: CiNii	1-11
[OTHERS] Full Text: CiNii	12-
Boundary Element Method for Continuum Mechanics Full Text: CiNii	1-2
Elastic analyses of variable thin-walled section Full Text: CiNii	3-4
Shear Diformations of Straight Bars and Potential Energy Expressions Full Text: CiNii	5-6
A study on the refinement of beam theory : Part VI Eigen vibration analysis of beam with variable section Full Text: CiNii	7-8
Effect of end condition of circular cylinder on Poisson's ratio and compressive strength of concrete Full Text: CiNii	9-10
Probability analysis by Hermite polynomials Full Text: CiNii	11-12
Probability analysis by Hermite polynomials : Uncertainty of torsional eccentricity in building frame Full Text: CiNii	13-14
Elastic Analysis of Plates on Semi-infinite Foundations Full Text: CiNii	15-16
Analysis of Floor Slabs with Elastic Supports : Part 1 Cases Supported on Girders Full Text: CiNii	17-18
Analysis of Floor Slabs with Elastic Supports : Part 2 Cases with Beam-Girder Supports Full Text: CiNii	19-20
Free Vibration Analysis of the All-Edge-Clamped Rectangular Slab with a One-Way Slab-Band Full Text: CiNii	21-22
A Study on Geiger's Equation for Calculation of Fundamental Frequency of Rectangular Plates : Part II The Case of Plates with Edges Supported Elastically Full Text: CiNii	23-24
Elasto-Plastic Analysis of Reinforced Concrete Structure to Dynamic Load : Part I, Axi-Symmetric Response Analysis Full Text: CiNii	25-26
Elasto-Plastic Analysis of Reinforced Concrete Structure to Dynamic Load : Part II, 3-Dimensional Response Analysis Full Text: CiNii	27-28
Thermal Stress of Walled Rectangular Frames-XIII Full Text: CiNii	29-30
Thermal Stress of Walled Rectangular Frames-XIV Full Text: CiNii	31-32
Thermal Behavior of Reinforced Concrete Buildings - III : Comparison of Measuring and Analysis Full Text: CiNii	33-34
Elasto-plastic and collapse analysis of circular plates under repeated variable loading : Ppart 1 Theory Full Text: CiNii	35-36
Elasto-plastic and collapse analysis of circular plates under repeated variable loading : Ppart 2 Example analyes Full Text: CiNii	37-38
A Consideration In Analyzing Structural Impact Caused By An Aircraft Crash Full Text: CiNii	39-40
Finite Element Analysis of Orthotropic Wood Stesses with Epoxy-Glued Bolt Joints : Part 1 FEM for Orthotropic Elastic Media Full Text: CiNii	41-42
Finite Element Analysis of Orthotropic Wood Stesses with Epoxy-Glued Bolt Joints : Part 2 Stresses of Woods with Short Distances between Bolts and Free Ends Full Text: CiNii	43-44
On stresses of wall with round opening subjected to vertical Loads : Case under partially uniform Loading on one sidenear the center Full Text: CiNii	45-46
Analysis of a Special Orthotropic Cantilever Disc, and its Application to the Tubular Lattice Structures Full Text: CiNii	47-48
Practical nodal stiffness matrix defined on the beam-to-column connections of framed shear walls : Part I Fundamental components of nodal forces and of nodal displacements Full Text: CiNii	49-50
Practical nodal stiffness matrix defined on the beam-to-column connections of framed shear walls : Part II A practical calculation method for the elements of stiffness matrix Full Text: CiNii	51-52
On the elasto-plastic behavior of steel frame reinforced by framed elements considering easily repairing Full Text: CiNii	53-54
Stresses at cross Connection of Void Rahmen Full Text: CiNii	55-56
Elasto-Plastic Analysis of Tubular Joints by the NIKE3D Computer Program Full Text: CiNii	57-58
Studies on Elastic Rigidities of Shear Walls with Openings Full Text: CiNii	59-60
The Consideration about the structural design method of the wall to out of plane loads Full Text: CiNii	61-62
Elastoplastic analysis of structures under repeated variable mechanical and thermal loads Full Text: CiNii	63-64
A method for elasto-plastic and finite deformation analysis of structures under repeated variable loads and its application to truss structures : Part 1 Full Text: CiNii	65-66
A method for elasto-plastic and finite deformation analysis of structures under repeated variable loads and its application to truss structures : Part 2 Full Text: CiNii	67-68
Inelastic Statics of R/C Structures : Part 1 Comparison of Analytical Models Full Text: CiNii	69-70
Inelastic Statics of R/C Structures : Part 2 Strength Parameter of Beams and Columns Full Text: CiNii	71-72
Mechanical Properties of Reignforced Concrete Structures with Base Rotating Shear Walls during Collapse Process Full Text: CiNii	73-74
Bucking length factor for a n-story single-bay rectangular rigid frame having columns and beams of varying moment of inertia with each story Full Text: CiNii	75-76
Three Dimentional Analysis of Flat Slab-4 Full Text: CiNii	77-78
Bending and torsional analyse of tube systems including floor stiffnesses Full Text: CiNii	79-80
Modified Three-dimentional Stress Analysis under Virtical Loading Full Text: CiNii	81-82
Study on Mechanical Properties of Three-Dimensional Frames with Shear Wall : Part 6 Full Text: CiNii	83-84
Internal Forces and Eccentricities of Frames with Shear Walls Considering Torsional Deflection Full Text: CiNii	85-86
A study on center of rigidity in rigid frame structure with &beth;-shaped bearing wall Full Text: CiNii	87-88
A Trial Regarding the Prediction of Critical Exciting Forces in Dynamic Instabilities Full Text: CiNii	89-90
One dimensional combined materially and geometrically nonlinear finite element method taking into account the bowing action Full Text: CiNii	91-92
Limit Analysis of Rectangular Frames with walls subjected Holizontal Loads Full Text: CiNii	93-94
A Study on the Approximate Solutions of incrimental Form in the Elasto-Plastic analysis with Large Deflection of plane frames : The accuracy and efficiency Full Text: CiNii	95-96
Large deformation and post-bucking analysis of frame and rigidly jointed truss structures : Part 3 Relations between relative displacements and resultant stresses on the ends and derivation of the stiffnes matrix, of an element Full Text: CiNii	97-98
Large deformation and post-buckling analysis of frame and rigidly jointed truss structures : Part 4 Numerical examples Full Text: CiNii	99-100
Bifurcation Visibility and Numerical Discussion of Frames Subjected to Constant Axial and Horizontal Load by Critical State Analysis Method Full Text: CiNii	101-102
Simple evaluation method of uncertainty of seismic response Full Text: CiNii	103-104
Study on Seismic PRA of Nuclear Power Plant Structures Methods of Sensitivity Analysis used in the Estimation of Response Factors Full Text: CiNii	105-106
Study on Modeling Technique of Structures Subjected to Aircraft Impact : Part 3 Full Text: CiNii	107-108
Study on Modeling Technique of Structures Subjected to Aircraft Impact : Part 4 Full Text: CiNii	109-110
JRR-3 One Piece Reactor Removal : Part 1 : Work Process and Reactor Separation Full Text: CiNii	111-112
JRR-3 One Piece Reactor Removal : Part 2 : Reactor Removal Work Full Text: CiNii	113-114
A Study on Applicability of Base-Isolation System to FBR Plant : part.4 Shaking Tests of Lead and Elastmeric Dampers Full Text: CiNii	115-116
A Study on Applicability of Base-Isolation System to FBR Plant : part.5 Simulation Analysis for Shaking Table Test Full Text: CiNii	117-118
A Study on Applicability of Base-Isolation System to FBR Plant : part.6 Response Reduction Effect of Connection Damper Full Text: CiNii	119-120
A Study on Reactor Building using Base- isolation System : Part 1 Earthquake Response of Building with Eccentricities of Stiffness Full Text: CiNii	121-122
A Study on Reactor Building using Base- isolation System : Part 2 Influence of creep in rubber pads on the Mat Slab Full Text: CiNii	123-124
A Study of Vertical Seismic Isolation System for FBR Plant Full Text: CiNii	125-126
Study on Stability of Floating Body Moored in Closed Water During Earthquakes : Part 2 : Evaluation of a Constant Reaction Type Shock Absorbing System in View of its Effect on Base Isolation Performance of Floating Body and its Technical Reliability Full Text: CiNii	127-128
Study on Stability of Floating Body Moored in Closed Water During Earthquakes : Part 3 : Evaluation of Characteristics of Seismic Response by Two-Dimensional and Three-Dimensional Analyses Full Text: CiNii	129-130
Experimental study on dynamic properties of concrete by means of vibration test : Part 1 Static and dynamic test by tri-axial testing machine Full Text: CiNii	131-132
Experimental Study on Dynamic Properties of Concrete by means of Vibration Test : Part 2 Results of Vibration Test for Cylindrical Beam Model in the air Full Text: CiNii	133-134
Experimental Study on Dynamic Properties of Concrete by means of Vibration Test : Part 3 Results of Cantilever-type Test Model Full Text: CiNii	135-136
Experimental Study on Structural characterristics of Long-aged concrete wall Measurement of Humidity of Wall at a Nuclear power plant facility Full Text: CiNii	137-138
Study on Thermal Load at Nuclear Power Plant : Part 1 : Measurement of Temperature at the Unit No.4 of the Fukushima Daini Nuclear Power plant - Reactor Building Full Text: CiNii	139-140
Study on Thermal Load at Nuclear Power Plant : Part 2 : Measurement of Temperature at the Unit No.5 of the Kashiwazaki Kariwa Nuclear Power plant - Reactor Building Full Text: CiNii	141-142
Study on the Evaluation of Seismic Stability of Foundation : Part7 Consideration of Radiation Damping in Uplift Full Text: CiNii	143-144
Study on the Evaluation of Seismic Stability of Foundation : Part8 Consideration of Uplift Phenomena using Actual Model Full Text: CiNii	145-146
A study on Uplift of Base Mat : Experimental Study on the Influence of U-D Exitation Full Text: CiNii	147-148
A Study on the Reasonable Design of Openings in the Reinforced Concrete Structures of Nuclear Power Plants Part 1 : Verification Test for Steel-bar Reinforcement (Test Method) Full Text: CiNii	149-150
A Study on the Reasonable Design of Openings in the Reinforced Concrete Structures of Nuclear Power Plants Part 2 : Verification Test for Steel-bar Reinforcement (Test Results) Full Text: CiNii	151-152
A Study on the Reasonable Design of Openings in the Reinforced Concrete Structures of Nuclear Power Plants Part 3 : Basic Test and Design Method for Steel-plates Reinforcement Full Text: CiNii	153-154
A Study on the Reasonable Design of Openings in the Reinforced Concrete Structures of Nuclear Power Plants Part 4 : Verification Test for Steel-plates Reinforcement Full Text: CiNii	155-156
Strength of Embedded Plates with Anchor Bolts in Nuclear Power Plants : Part 1 Pullout Test of Large Size Anchor Bolts Full Text: CiNii	157-158
Strength of the Embedded Plates with Anchor Bolts in Nuclear Power Plants : Part 2 Shear Strength of Large Size Anchor Bolts Full Text: CiNii	159-160
Strength of Embedded Plates with Anchor Bolts in Nuclear Power Plants : Part 3 Strength under Combined Loading Full Text: CiNii	161-162
Strength of Embedded Plates with Anchor Bolts in Nuclear Power Plants : Part 4 Effect of In-plane Shear Stress Full Text: CiNii	163-164
Strength of Embedded Plates with Anchor Bolts in Nuclear Power Plants : Part 5 Design Concepts Full Text: CiNii	165-166
A Study about Airtightness of Atomic Power Plants Airtight Tests on Steel Sidings and Doors Full Text: CiNii	167-168
Study on Air Leakage Through Cracked Concrete Full Text: CiNii	169-170
Leakage of Gas through Cracked Concrete Walls Part 1 : Experimental formula on leakage rate considering compressibility Full Text: CiNii	171-172
Leakage of Gas through Cracked Concrete Walls Part 2 : Leakage of gas through idealized crack Full Text: CiNii	173-174
Leakage of Gas through Cracked Concrete Walls Part 3 : Practical formula on leakage rate Full Text: CiNii	175-176
Leakage of Gas through Cracked Concrete Walls Part 4 : Effect of particle size of coarse aggregate Full Text: CiNii	177-178
Leakage of Gas through Cracked Concrete Walls Part 5 : Effect of shape of coarse aggregate Full Text: CiNii	179-180
Allowable Limit of Shear Walls of Reactor Buildings Part 1 : Evaluation Method of Allowable Limit Full Text: CiNii	181-182
Allowable Limit of Shear Walls of Reactor Buildings Part 2 : Preliminary Calculation of Limit Value Full Text: CiNii	183-184
Study on Flexibility of Reactor Building Basemat : Part 1 Earthquake Response Analysis Model Full Text: CiNii	185-186
Study on Flexibility of Reactor Building Basemat : Part 2 Response Analysis and Stress Analysis of Basemat Full Text: CiNii	187-188
Effect of Basemat Rigidities on Structural Responses due to Earthquake Motions Full Text: CiNii	189-190
Study on Response Analysis of Reactor Building with Eccentricity : Part 1 : Case of Practical Model Full Text: CiNii	191-192
Study on Response Analysis of Reactor Building with Eccentricity : Part 2 : Case of Simple Model Full Text: CiNii	193-194
Building Layout and Response Property of Nuclear Plant of Stand Alone Type : Part 1 Study by Rigid Model Full Text: CiNii	195-196
Building Layout and Response Property of Nuclear Plant of Stand Alone Type : Part 2 Study by 5-Mass-Reduction Model Full Text: CiNii	197-198
Earthquake response analysis method for embedded reactor buildings : Part 1 Estimation methods of soil springs Full Text: CiNii	199-200
Earthquake response analysis method for embedded reactor buildings : Part 2 Sway-Rocking modelling Full Text: CiNii	201-202
Earthquake response analysis method for embedded reactor buildings : Part 3 Modelling of lattice method and FEM Full Text: CiNii	203-204
Earthquake response analysis method for embedded reactor buildings : Part 4 Comparative study of earthquake observation Full Text: CiNii	205-206
Response Property of PWR Plant Embedded in Hard Rock : Part 1 Surrouding Ground Condition and Frequency Property Full Text: CiNii	207-208
Response Property of PWR Plant Embedded in Hard Rock : Part 2 Result of Seismic Response Analysis Full Text: CiNii	209-210
Study on analytical methods to evaluate the interaction effects of embedded nuclear power plants Full Text: CiNii	211-212
Investigation of Dynamic Properties of a Reactor Building on Diluvial Site : Part 2 Forced Vibration Test and Analysis of Building Deeply Embedded Full Text: CiNii	213-214
Study on Earthquake Response Characteristics of Embedded Structures Full Text: CiNii	215-216
A Response Reduction Analysis of Soil Strucrure Interaction for a Pool type LMFBR Full Text: CiNii	217-218
Field Tests on Base Mat Uplift of Reactor Building : Part 1 Outline of Field Tests Full Text: CiNii	219-220
Field Tests on Base Mat Uplift of Reactor Building : Part 2 Static Test on Base Mat Uplift Full Text: CiNii	221-222
Field Tests on Base Mat Uplift of Reactor Building : Part 3 Dynamic Test of Model Characteristics Full Text: CiNii	223-224
Field Tests on Base Mat Uplift of Reactor Building : Part 4 Dynamic Test on Base Mat Uplift (1) Full Text: CiNii	225-226
Field Tests on Base Mat Uplift of Reactor Building : Part 5 Dynamic Test on Base Mat Uplift (2) Full Text: CiNii	227-228
Field Tests on Base Mat Uplift of Reactor Building : Part 6 Conclusion of Tests Results Full Text: CiNii	229-230
A study of the earth pressure acting to structure in soft rock Full Text: CiNii	231-232
Vibration Test of A Model of Nuclear Power Plant Using A Large Shaking Table : Part 1 Outline of Vibration Test Full Text: CiNii	233-234
Vibration Test of A Model of Nuclear Power Plant Using A Large Shaking Table : Part 2 PWR Model-1 Full Text: CiNii	235-236
Vibration Test of A Model of Nuclear Power Plant Using A Large Shaking Table : Part 3 Test Program of PWR Model-2 Full Text: CiNii	237-238
Vibration Test of A Model of Nuclear Power Plant Using A Large Shaking Table : Part 4 Test Results of PWR Model-2 Full Text: CiNii	239-240
Vibration Test of A Model of Nuclear Power Plant Using A Large Shaking Table : Part 5 Simulation Analysis of PWR Model-2 Full Text: CiNii	241-242
Vibration Test of A Model of Nuclear Power Plant Using A Large Shaking Table : Part 6 Test Plan of A 1/12 Scale Full Model of BWR Reactor Building Full Text: CiNii	243-244
Vibration Test of A Model of Nuclear Power Plant Using A Large Shaking Table : Part 7 Test Results of BWR 1/12 Scale Full Model Full Text: CiNii	245-246
Vibration Test of A Model of Nuclear Power Plant Using A Large Shaking Table : Part 8 Simulation Analysis of BWR 1/12 Scale Full Model Full Text: CiNii	247-248
Vibration Test of A Model of Nuclear Power Plant Using A Large Shaking Table : Part 9 Energy Dissipation of BWR 1/12 Scale Full Model Full Text: CiNii	249-250
Large Scale Model Tests on Soil-Reactor Building Interaction : Part 14 Test Results of BD7 Full Text: CiNii	251-252
Large Scale Model Tests on Soil-Reactor Building Interaction : Part 15 Test Results of BD8 Full Text: CiNii	253-254
Large Scale Model Tests on Soil-Reactor Building Interaction : Part 16 Test Results of AC7 Full Text: CiNii	255-256
Large Scale Model Tests on Soil-Reactor Building Interaction : Part 17 Test Results of AC8 Full Text: CiNii	257-258
Large Scale Model Tests on Soil-Reactor Building Interaction : Part 18 Outline of Analytical Studies and Subsoil Exploration Results Full Text: CiNii	259-260
Large Scale Model Tests on Soil-Reactor Building Interaction : Part 19 Analytical Study of Single Foundation Test Results (Resonance, Phase Lag Curve and Dynamic Ground Impedance) Full Text: CiNii	261-262
Large Scale Model Tests on Soil-Reactor Building Interaction : Part 20 Analytical Study of Single Foundation Test Results (Nondimensional Ground Impedance, Earth Pressure Measurement) Full Text: CiNii	263-264
Large Scale Model Tests on Soil-Reactor Building Interaction : Part 21 : Study on Test Results of Super Structure-Foundation-Soil Coupled System (AC3,AC4) Full Text: CiNii	265-266
Large Scale Model Tests on Soil-Reactor Building Interaction : Part 22 : Study on the Test Results of Super Structure-Foundation-Soil Coupled System (BD2,BD3,BD4) Full Text: CiNii	267-268
Large Scale Model Tests on Soil-Reactor Building Interaction : Part 23 : Study on Earthquake Observation Results Full Text: CiNii	269-270
Structural Integrity Test of Prestressed Concrete Containment Vessel : Part 1. Test Results Full Text: CiNii	271-272
Structural Integrity Test of Prestressed Concrete Containment Vessel : Part 2. Evaluation of test results Full Text: CiNii	273-274
Forced Vibration Tests on R/B of Tsuruga Unit No.2 Nuclear Power Station : Part I : General Description Full Text: CiNii	275-276
Forced Vibration Tests on R/B of Tsuruga Unit No.2 Nuclear Power Station : Part II : Result of Vibration Test Full Text: CiNii	277-278
Forced Vibration Tests on R/B of Tsuruga Unit No.2 Nuclear Power Station : Part III : Simulation Analyses Full Text: CiNii	279-280
Forced Vibration Tests of a Nuclear Reactor Building and its Simulation Analysis : Part 1 General Description and Test Results Full Text: CiNii	281-282
Forced Vibration Tests of a Nuclear Reactor Building and its Simulation Analysis : Part 2 Simulation Analysis by Lattice Model Full Text: CiNii	283-284
Study on the Wall Type Structure for Nuclear Power Plants : Part 1. Outline of Test and Results Full Text: CiNii	285-286
Study on the Wall Type Structure for Nuclear Power Plants : Part 2. Discussion on Test Results Full Text: CiNii	287-288
Evaluation Method for Restoring Force Characteristics of R/C Shear Walls of Reactor Buildings : Part 1 Evaluation Method for Restoring Force Characteristics Full Text: CiNii	289-290
Evaluation Method for Restoring Force Characteristics of R/C Shear Walls of Reactor Buildings : Part 2 Rffered Test Data Full Text: CiNii	291-292
Evaluation Method for Restoring Force Characteristics of R/C Shear Walls of Reactor Buildings : Part 3 Shear Stress-Shear Strain Skeleton Curve Full Text: CiNii	293-294
Evaluation Method for Restoring Force Characteristics of R/C Shear Walls of Reactor Buildings : Part 4 Moment-Curvature Skeleton Curve Full Text: CiNii	295-296
Evaluation Method for Restoring Force Characteristics of R/C Shear Walls of Reactor Buildings : Part 5 Fitness Evaluation of the Computed Skeleton Curves with Experimental Data Full Text: CiNii	297-298
Evaluation Method for Restoring Force Characteristics of R/C Shear Walls of Reactor Buildings : Part 6 Hysteresis Full Text: CiNii	299-300
Model Test of Nuclear Power Plant Base-Mat with Cold Joint Full Text: CiNii	301-302
Load-Deflection Characteristics of Nuclear Reactor Building Structures : Part : 66 Load-Deflection Characteristics of Tow-Storied Sophisticated Model - Executed Program of Experimental Research Studies- Full Text: CiNii	303-304
Load-Deflection Characteristics of Nuclear Reactor Building Structures : Part : 66 Experimental Study on Tow-Storied R/C Box Wall Discussion of Experiment Results Full Text: CiNii	305-306
Load-Deflection Characteristics of Nuclear Reactor Building Structures : Part : 68 Study on load-deflection characteristics of single storied sophisticated model (Discussion on the behavior of R/C Box wall Full Text: CiNii	307-308
Load-deflection characteristics of nuclear reactor building structures : Part : 69 Study on load-deflection characterristics of two-storied sophisticated model -Discussion on the strength and deformation characteristics- Full Text: CiNii	309-310
Load-deflection characteristics of nuclear reactor building structures : Part : 70 Study on load-deflection characterristics of two-storied sophisticated model -Discussion on effectiveness of superposition of each constituent component of sophisticated model- Full Text: CiNii	311-312
Load-Deflection Characteristics of Nuclear Reactor Building Structures : Part : 71 Effect of Restrain on Floor Slabs in Two-Storied Sophisticated Model Full Text: CiNii	313-314
Load-deflection characteristics of nuclear reactor building structures : Part : 72 Study on load-deflection characteristics of reinforced concrete shear walls -Plan of investigation and outline of experiments- Full Text: CiNii	315-316
Load-deflection characteristics of nuclear reactor building structures : Part : 73 Study on load-deflection characteristics of reinforced concrete shear walls -Ultimate shear strength- Full Text: CiNii	317-318
Load-deflection characteristics of nuclear reactor building structures : Part : 74 Study on load-deflection characteristics of reinforced concrete shear walls -Shear deformation at ultimate shear strength- Full Text: CiNii	319-320
Load-deflection characteristics of nuclear reactor building structures : Part : 75 Study on load-deflection characteristics of reinforced concrete shear walls -Skeleton curve- Full Text: CiNii	321-322
Load-deflection characteristics of nuclear reactor building structures : Part : 76 Study on load-deflection characteristics of reinforced concrete shear walls -Hysteretic loop- Full Text: CiNii	323-324
Load-Deflection Characteristics of Nuclear Reactor Building Structures : Part : 77 Analytical Study by the Finite Element Method -Outline of Bench Mark Test- Full Text: CiNii	325-326
Load-Deflection Characteristics of Nuclear Reactor Building Structures : Part : 78 Analytical Study by the Finite Element Method -Result of Bench Mark Test- Full Text: CiNii	327-328
Load-Deflection Characteristics of Nuclear Reactor Building Structures : Part : 79 F.E.M. Analytical Study ( Heavily Reinforced Concrete Shear -Walls with different reinforcement ratio in both directions) Full Text: CiNii	329-330
Load-deflection characteristics of nuclear reactor building structures : Part : 80 Study on effect of axial stress on ultimate shear strength of heavily reinforced concrete shear wall by finite element method Full Text: CiNii	331-332
Load-Deflection Characteristics of Nuclear Reactor Building Structures : Part : 81 Analytical Study by Finite Element Method Outline and Results for Effect of Compressive Strength of Concrete Full Text: CiNii	333-334
Load-deflection characteristics of nuclear reactor building structures : Part : 82 Analytical study by finite element method Discussion of results for effect of compressive strength of concrete Full Text: CiNii	335-336
Load-Deflection Characteristics of Nuclear Reactor Building Structures : Part : 83 Analytical Study by Finite Element Method -Effects of Confinement by Columns in RC Shear Walls - Full Text: CiNii	337-338
Load-Deflection Characteristics of Nuclear Reactor Building Structures : Part : 85 FEM Analytical Study (Outline of analysis and Results on Heavily Reinforced Concrete Shear Wall with opening) Full Text: CiNii	339-340
Load-Deflection Characteristics of Nuclear Building Structures : Part : 85 FEM Analytical Study (Discussion of Analytical Result on Heavily Reinforced Concrete Shear Wall with Opening) Full Text: CiNii	341-342
Human Behavior and Casualty in the Heavily Damaged Area of the Fukui Earthquake, 1948 : Part 1 Full Text: CiNii	343-344
Human Behavior and Casualty in the Heavily Damaged Area of the Fukui Earthquake, 1948 : Part 2 Full Text: CiNii	345-346
A Preliminary Study on the Northern Taiwan Earthquake of the November 15,1986 : part I. General Description and Characteristics of Earthquake Full Text: CiNii	347-348
A Preliminary Study on the Northern Taiwan Earthquake of the November 15,1986 : part II. Analysis of the Damaged High Rise Reinforced Concrete Building Full Text: CiNii	349-350
Analysis of Strong-Motion Records during the Earthquake of Oct.4,1985 Full Text: CiNii	351-352
Regional Evaluation of Seismic Damages of Steel Buildings : Part I Case Study : Steel Office Building in Hyogo Prefecture Full Text: CiNii	353-354
Earthquake Damage and Earthquake Resistance Distribution of Wooden Buildings in Sendai Area Full Text: CiNii	355-356
A study on an evaluation method of various aspects of earthquake damages to wooden houses Full Text: CiNii	357-358
Study on Estimation of Seismic Intensities in YOKOHAMA CITY Caused by 1986 S-E OFF BOUSOU PENINSULA EARTHQUAKE : Part 1 Full Text: CiNii	359-360
Study on Estimation of Seismic Intensities in YOKOHAMA CITY Caused by 1986 S-E OFF BOUSOU PENINSULA EARTHQUAKE : Part 2 Full Text: CiNii	361-362
Estimation of Structural Damge made by Strong Ground Motion in the Odawara Basin : Part1. Microtremor Measurements on School Buildings Full Text: CiNii	363-364
A Study on Simulated Earthquake Motions in Osaka Plain Full Text: CiNii	365-366
Ditrbution of Seismic Intensities in Taipei-city Determined from Queitionnaires : on the time of the Earthquake at 5 : 20a.m. in November 15,1986 Full Text: CiNii	367-368
Experimental examination for larning physical background of seismic intensity scale Full Text: CiNii	369-370
Examination of Scheme for Seismic Intensity Survey by Questionnaire Method Full Text: CiNii	371-372
Characterisitics of Earthquake Ground Motions Observed in the Period Range of 1 to 20 Seconds : Part3 : Earthquake which occured Off Fukushima Prefecture Full Text: CiNii	373-374
A Study on Regional Dependence of Difference between JMA Magnitude and Surface-wave Magnitude Full Text: CiNii	375-376
Relation between Active Fault Length and Earthquake Magnitude Full Text: CiNii	377-378
DEPENDENCY OF MAXIMUM GROUND ACCELERATION UPON EARTHQUAKE MAGNITUDE Full Text: CiNii	379-380
A Study on Attenuation Relation of Peak Ground Acceleration Full Text: CiNii	381-382
An Empirical Formula on the Attenuation of the Maximum Acceleration of Earthquake Motions Full Text: CiNii	383-384
Relations between Phase Characteristics of Ground Motions and Magnitudes, Focal Distances and Focal Depths of Earthquakes Full Text: CiNii	385-386
A Comparison of Major Principal Direction of Seismic Innovation Process with Fault-Plane Solution Full Text: CiNii	387-388
Strong motion record of the 1979 Imperial Valley earthquake at El Centro terminal substation Full Text: CiNii	389-390
Study on Characteristics of Ground Motion : Prat2. Parametric study on simplize model of Malti-Layer Ground Full Text: CiNii	391-392
Estimation method on characteristics of source time function : Part 2 Sample of application to observed ground motions Full Text: CiNii	393-394
Earthquake Observation of Reinforced Concrete School Building on Alluvial Soil Full Text: CiNii	395-396
Effects of Inhomogeneous Faulting upon Strong Ground Motions Full Text: CiNii	397-398
A Prediction of Strong Groung Motion using Three Dimensional Green's Functions Full Text: CiNii	399-400
Kinematic Seismic Source Model by Hybrid Technique of Three Dimensional Thin Layer Element Method and Axisymmetric Finite Element Method (TLFE Method) : PartIII Verification of Accuracy of Strain and Theoretical Seismograms in Far Field Full Text: CiNii	401-402
Kinematic Seismic Source Model by Hybrid Technique of Three Dimensional Thin Layer Element Method and Axisymmetric Finite Element Method (TLFE Method) : PartIV Simulation of Seismograms of the 1980 Izu-Hanto-Toho-Oki Earthquake Full Text: CiNii	403-404
A STUDY ON THE ESTIMATING THE CHARACTERISTICS OF THE STRONG MOTION SPECTRA : COMPARISONS OF THE SPECTRA OF DEEP-BOREHOLE OBSERVATIONS WITH ESTIMATED ONES Full Text: CiNii	405-406
Characteristics of Response Spectra for Earthquake Motions at a Site of a Soft Soil Deposit Full Text: CiNii	407-408
On Spectral Characteristics of Strong Motion Seismogram recorded at Rocky Site Full Text: CiNii	409-410
A study on the randomness of the simulated motions for design purposes Full Text: CiNii	411-412
Earthquake response observations of steel frame foundation by six components vibroscope Full Text: CiNii	413-414
Dence Strong Motion Earthquake Seismometer Arrey at Site with Different Topographic and Geologic Condition : Part 1- Outline of the Study Full Text: CiNii	415-416
Dence Strong Motion Earthquake Seismometer Arrey at Site with Different Topographic and Geologic Condition : part 2- Outline of the Observational System Full Text: CiNii	417-418
A Study on Characteristics of Seismic Motions in the Rock with Vertical Instrument Arrays : PART XII Comparison of Seismic Motions in the Rock and those on the Outcrop Full Text: CiNii	419-420
A Study on Characteristics of Seismic Motions in the Rock with Vertical Instrument Arrays : PART XIII Simulation Analysis Using Optimized Ground Model Full Text: CiNii	421-422
Ground Motion Characteristics of Adjacent 8 Ovservation Points Observed in Higashimatsuyama Recording Station : Part 2 ; Phase Variation Property and Dynamic Response Ratio Full Text: CiNii	423-424
Ground Motion Characteristics of Adjacent 8 Ovservation Points Observed in Higashimatsuyama Recording Station : Part 3 ; Caracteristics of Dynamic Response Ratio of Observed Ground Motions Full Text: CiNii	425-426
Characteristics of Seismic Wave Propagation of Inter-station with Vertical Instrument Arrays : Part 4 Time-lags between Ground Motion Components by using Cross Correlation Method Full Text: CiNii	427-428
Characteristics of Seismic Wave Propagation of Inter-station with Vertical Instrument Arrays : Part 5 Characteristics of Transfer Functions of the 3 inputs and 3 outputs System in Ground Motion Components Full Text: CiNii	429-430
Characteristics of Seismic Wave Propagation of Inter-station with Vertical Instrument Arrays : Part 6 Characteristics of Transfer Functions of Rortary Spectra in Ground Motions Full Text: CiNii	431-432
PROPAGATION CHARACTERISTICS OF LONGER-PERIOD EARTHQUAKE GROUND MOTIONS OBTAINED BY THREE-DIMENSIONAL ARRAY OBSERVATION Full Text: CiNii	433-434
Estimation of Soil Parameters Based on Earthquake Records by Vertical Instrumental Array Full Text: CiNii	435-436
On the Phase Difference of Accelerograms in Principal Axes Full Text: CiNii	437-438
Synthetic earthquake motions applying phase differences in principal axes Full Text: CiNii	439-440
ON AMPLITUDE AND PHASE OF SEISMIC WAVES : Part1. Definition and Properties of Minimum Phase Shift Function Full Text: CiNii	441-442
ON AMPLITUDE AND PHASE OF SEISMIC WAVES : Part2. Characteristics and Calculation of Minimum Phase Shift Function of seismic waves based on earthquake records Full Text: CiNii	443-444
A Study of Seismic Waves on a Sedimentary Plain by Fault Model : Part 1 Full Text: CiNii	445-446
A Study of Seismic Waves on a Sedimentary Plain by Fault Model : Part 2 Full Text: CiNii	447-448
A Study of the Characteristics of Incident Seismic Wave Based on the Seismic Fault Model : Part 3 Full Text: CiNii	449-450
A Study of the Characteristics of Incident Seismic Wave Based on the Seismic Fault Model : Part 4 (Case Study for the Earthquake of Near the Border of CHIBA and IBARAKI Prefectures on October 4,1985 Full Text: CiNii	451-452
Some characteristics of the earthquake ground motion experienced in TOKYO : Part 8 Full Text: CiNii	453-454
Charscteristics of Earthquake Motions Observed in Stiff Silt Layer in the Center of Tokyo : Part 2. Design Spectra in Tokyo Full Text: CiNii	455-456
Analysis of earthquake motions on soft ground considering surface waves Full Text: CiNii	457-458
Synthesis of Earthquake Ground Motion Based on Approximate Spectrum for Far-field Shear Wave and Scaling Law of Earthquake : Part1 : Approximate Spectrum Model Full Text: CiNii	459-460
Synthesis of Earthquake Ground Motion Based on Approximate Spectrum for Far-field Shear Wave and Scaling Law of Earthquake : Part2 : Synthesis of Earthquake Ground Motion Full Text: CiNii	461-462
Group delay time spectral properties of a class of time function Full Text: CiNii	463-464
Paired components of Fourier spectrum related mutually by the Hilbert integral transform Full Text: CiNii	465-466
Simulation of earthquake ground motions considering phase characteristics of recorded motions : Part I : Analysis of recorded motions Full Text: CiNii	467-468
Simulation of earthquake ground motions considering phase characteristics of recorded motions : Part II : Study on simulation methods Full Text: CiNii	469-470
Study on Extended Tonti Diagram and its Application : Part3 Application for Kalman Filter Full Text: CiNii	471-472
Input-loss effect observed in building earthquake observation Full Text: CiNii	473-474
A Study on The Design Velocity Response Spectra Considering Longer Period Range Full Text: CiNii	475-476
Nonlinear Response Characteristics of Simulated Earthquake Motions Full Text: CiNii	477-478
Statistical Characteristics of Earthquake Strong-Motion Amplitudes : Part 2 Modification of Proposal Formula on Maximum Ground Motion Spactra Full Text: CiNii	479-480
Characteristics of Microtremors at Hachinohe City : Part 1 Microtremors on School Ground Full Text: CiNii	481-482
Microtremor measurements of ground surface at Itabashi and Kita area : 1. A study on evaluation method Full Text: CiNii	483-484
Microtremor measurements of ground surface at Itabashi and Kita area : 2. An evaluation of predominant period of ground Full Text: CiNii	485-486
Studies on the Strong Ground Motion in Ogata-mura During the Earthquake of 1983 Nihonkai-chubu : Part 1; Characteristics of the Ground and Strong-motion Full Text: CiNii	487-488
Studies on the Strong Ground Motion in Ogata-mura During the Earthquake of 1983 Nihonkai-chubu : Part 2; Analytical Studies on Characteristics of the Ground and Strong-motion Full Text: CiNii	489-490
Features of earthquake ground motions due to the Mexican earthquake of September 19,1985 : Estimation of distributions of ground motions and interpretation of surface waves with large amplitudes considering the soil conditions Full Text: CiNii	491-492
Differences of Earthquake Characteristics between Osaka Plain and Mexico Valley Full Text: CiNii	493-494
Study on the Absorbing Boundaries for Wave Propagation Problems : Part 2 Full Text: CiNii	495-496
Formulation and its applications of dynamic effects of lower half space in obliquely incident seismic wave problem : Part I Calculation method of the response of layered of half-space Full Text: CiNii	497-498
Formulation and its applications of dynamic effects of lower half space in obliquely incident seismic wave problem : Part II Application of the FEM to Soil-Structure interaction problem Full Text: CiNii	499-500
The Effect of Uncertainties of Soil property on the Response of Structure Full Text: CiNii	501-502
Study on Dynamic Properties of Irregular Topography : Part 2 Full Text: CiNii	503-504
Numerical Simulation and Vibration Generator Test of Footing Frame Models woth Surrounding Soils Full Text: CiNii	505-506
Shaking Table Test of Embedded Structure Soil Interaction and its Analysis with Special Referrence to Input Motion : Part 6 Approximate Analyses Considering Three Dimensional Effects Full Text: CiNii	507-508
A Study on the Amplification Characteristics of Turned Ground based on Model Analysis and Site Investigation Full Text: CiNii	509-510
Fundamental study on Soil-Structure Interaction : Part 1 Discussion of Test Results Full Text: CiNii	511-512
Fundamental study on Soil-Structure Interaction : Part 2 Analysis of Typical Test Results by Axisymmetric FEM Full Text: CiNii	513-514
An experimental study on the external load acting on the substructure during earthquakes : Part 1,Outline of study Full Text: CiNii	515-516
An experimental study on the external load acting on the substructure during earthquakes : Part 2,Shaking table test results Full Text: CiNii	517-518
An experimental study on the external load acting on the substructure during earthquakes : Part 3,Simulation analysis (1) Full Text: CiNii	519-520
An experimental study on the external load acting on the substructure during earthquakes (Part 4) : Simulation Analysis (Part II) Full Text: CiNii	521-522
Influences of a layered half-space on the impedance of a surface rigid base : comparison with a equivalent uniform half space Full Text: CiNii	523-524
Nonlinear Response Analysis Using Contact Element and Dynamic Flexibility of Soil in Time Domain Full Text: CiNii	525-526
Study on Dynamic Properties of Structure Including the Influence of Cross Interaction : Part 2 Full Text: CiNii	527-528
Experimental Study on Vibration Characteristics of Bored Precast Steel Pipe Piles Full Text: CiNii	529-530
Characteristics of vibration of a pile supported low RC building : Part I Profile of a high density obsevation system Full Text: CiNii	531-532
Calculation of the Cylindrical and Disc Load Solution in a Layered Soil Medium Full Text: CiNii	533-534
Dynamic Response of Axi-Symmetric and Rectangular Embedded Foundations : Hybrid Approach based on a Uniqueness Theorem Full Text: CiNii	535-536
Analysis of Dynamical Interaction of Soil-Structure with Eccentricity-System : Part 4 : Response Analysis of Interacting System under Earthquake Ground Motions Full Text: CiNii	537-538
Impedance Functions for a Foundation on a Layeared Viscoelastic Soil Full Text: CiNii	539-540
EVALUATION OF RESPONSE TO POINT LOAD EXCITATION ON SEMI-INFINITE ELASTIC MEDIUM : CONSIDERING INTERNAL DAMPING OF MEDIUM Full Text: CiNii	541-542
Foundation Vibrations on a Transversely Isotropic Mediam : Part3 Rectanglar Foundations Subjected to a Vertical Harmonic Load Full Text: CiNii	543-544
A Study on the solution for vertical point exciting force of the elastic half space Full Text: CiNii	545-546
Study on Dynamical Characteristics of Water-Saturated Soil Ground Full Text: CiNii	547-548
Seismic Response Sensitivity Analysis of Structural System : Part 1. On Formation of Characteristics of Earthquake Ground Motion Full Text: CiNii	549-550
Seismic Response Sensitivity Analysis of Structural System : Part 2. On Seismic Response Sensitivity Estimate of Soil-Structure Interaction System Full Text: CiNii	551-552
A Study on Coupled Rocking-Uplift Responses : Part 1 Dynamic Characteristics of Rocking-Uplift Spring Model Full Text: CiNii	553-554
A Study on Coupled Rocking-Uplift Responses : Part 2 Responses Analysis of Rocking-Uplift Spring Model Full Text: CiNii	555-556
Identification of Dynamical Supporting System to Linear Multistory Structure Full Text: CiNii	557-558
Basic Study on Substructure Method for Soil-Structure Interaction : Part 1 Dynamic Analysis by Oblique Incident Wave Full Text: CiNii	559-560
Uplift nonlinear response of rigid bodies on an elastic half space : Part I Analytical scheme Full Text: CiNii	561-562
Uplift nonlinear response of rigid bodies on an elastic half space : Part II Numerical results Full Text: CiNii	563-564
Influence of Slide and Separation between the Soil and the Underground Wall on the Response of Embedded Structures Full Text: CiNii	565-566
Non-linear Seismic Response Analysis of Soil-Structure Interaction Systems with Separation and Sliding Full Text: CiNii	567-568
Effects of Non-linear Backfilling Soil on Earthquake Response of Reactor Building : Part 1 Analytical Procedures Full Text: CiNii	569-570
Effects of Non-linear Backfilling Soil on Earthquake Response of Reactor Building : Part 2 Analytical Results and Concluding Remarks Full Text: CiNii	571-572
Evaluation of Dynamical Factors of Lamped-mass System with Soil-Foundation Interaction Full Text: CiNii	573-574
Dynamic Characteristics of Embedded Foundation Considering Backfilled Soil Full Text: CiNii	575-576
Simplified Soil-Structue Interaction Analysis Using Approximate Three-Dimensional Soil Columns Full Text: CiNii	577-578
Dynamic Responses of Foundation embedded in Transversely Isotropic Medium : Part III : Flat Strip Footing in Plane-Strain Condition Full Text: CiNii	579-580
Evaluation of Soil Damping by Vibration Generator Test of Rigid Foundation Full Text: CiNii	581-582
Frequency Distribution of Response Amplification Factor by Effects of Foundation Interaction in Super-Structures Subjected to Severe Earthquakes Full Text: CiNii	583-584
Response Characteristics of Large Scale Foundation on Multi-layered Visco-elastic Ground Structure : part1. Wave Propagation Characteristics of Multi-layered Visco-elastic Medium Full Text: CiNii	585-586
Response Characteristics of Large Scale Foundation on Multi-layered Visco-elastic Ground Structure : part2. Time variant Characteristics of Wave Propagation Full Text: CiNii	587-588
Stochastic variation of design values obstained from draft guideline of seismic input taking soil-structure interaction into account Full Text: CiNii	589-590
Study on Seismic Input to Apartment houses of HUDC : Part-6 Outline of Proposal of Design Procedure-1 Full Text: CiNii	591-592
Study on Seismic Input to Apartment houses of HUDC : Part-7 Outline of Proposal of Design Procedure-2 Full Text: CiNii	593-594
Study on Seismic Input to Apartment houses of HUDC : Part-8 Application to 14 Storied Houses Full Text: CiNii	595-596
The Analytical Study on Pile-Soil Interaction Problem Based on Three Dimensional Wave Propagation Theory : Discussion on Floating Pile and Supporting Pile Full Text: CiNii	597-598
A Study on Pile Forces under Seismic Excitation Full Text: CiNii	599-600
Seismic Responses of Soil-pile-structure Interaction System : Part 1 modering Full Text: CiNii	601-602
Seismic Responses of Soil-pile-structure Interaction System : Part 2 result Full Text: CiNii	603-604
MODEL EXPERIMENT ON EFFECTIVE INPUT MOTION OF PILE-SUPPORTED BUILDINGS : Part 1 Outline and Impedance Functions of Pile and Mat Foundations Full Text: CiNii	605-606
MODEL EXPERIMENT ON EFFECTIVE INPUT MOTION OF PILE-SUPPORTED BUILDINGS : Part 2 Effects of Foundation Types and Filled Soil Conditions on Input Motion Full Text: CiNii	607-608
Measurement and analytical study on axial force of pile and ground vibration due to pile driving Full Text: CiNii	609-610
Measurement and analytical study on axial force of pile and ground vibration due to pile driving Full Text: CiNii	611-612
Earthquake Observation of Soil-Pile-Multi Story Building : Part V Maximum Value of Soil Pressure Acting upon Pilecap Full Text: CiNii	613-614
On Vertical Vibration of Group Piles-Soil Medium System with a Softer Zone around Each Pile Full Text: CiNii	615-616
An expeirmental study on the dynamic behavires of the substurcture with pile foundation : Part 1,Test results on a model structure with one - story basement Full Text: CiNii	617-618
Damage Estimation of Structures from the Elastic-Plastic Response Spectra Full Text: CiNii	619-620
Base shear coefficient obtained by response spectrum method Full Text: CiNii	621-622
Foundmental Study On Evaluation Method Of Seismic Resistance Capacity Of Building Structure Full Text: CiNii	623-624
Characteristics of Earthquake-Response on Models Representing Building Structure with Different Properties along the Height Full Text: CiNii	625-626
Simulation Analysis of Existing Buildings : Part 1 Full Text: CiNii	627-628
Design of Plane Elastic Building Frames, for Constrained Fundamental Natural Period and Strain Ratios at Fundamental Mode Full Text: CiNii	629-630
Earthquake-response Constrained Design od Elastically Supported Elastic Shear Buildings Full Text: CiNii	631-632
On the Natural Period for Locally Modified Discrete Structural Models Full Text: CiNii	633-634
Vibration Analysis of Structure Considering the Friction of Existence between the Structure and Facilities on the Floors Full Text: CiNii	635-636
An Evaluation Method of Damage Duration and Cumulative Damage by Finite Resonance Response Analysis : Single Degree of Freedom System with Elasto-Plastic Restoring Force Characteristics Full Text: CiNii	637-638
Flutter and Chaos of Curved Plate under Supersonic Flow Full Text: CiNii	639-640
Analysis of Obserbed Earthquake Records of a Tall Residential Building Full Text: CiNii	641-642
Estimation of Dynamical Parameters for Three Dimensional Structure Full Text: CiNii	643-644
Energy Response of Buildings with Restoring-Force-Characteristics Varing along with Height Subjected to Earthquakes Full Text: CiNii	645-646
Comparative Study on the Evaluation method of Cumulative Damage of Reinforced Concrete Columns Full Text: CiNii	647-648
Inelastic Random Response Analysis of Reinforced Concrete Frames Full Text: CiNii	649-650
Extended Stochastic Linearization for unsmoothed hysteretic systems subjected to white noise excitations : Part 1 for bilinear model and double bilinear model Full Text: CiNii	651-652
Inelastic Response Characteristics under the Pseudo White Noise Wave Full Text: CiNii	653-654
The Effect of Earthquake Motion with Non-stationary Spectrum on Elasto-plastic Response of Structure Full Text: CiNii	655-656
Study on Cumulative Damage Earthquake Response of Structures by the Probabilistic Method Full Text: CiNii	657-658
A Study on Indices for Intensity of Earthquake Strong Motions : Part 2 : Indices for Inelastic Structural Systems Full Text: CiNii	659-660
Characteristics of strong-motion earthquake intensity and non-linear structure response Full Text: CiNii	661-662
Sensitivity analysis of non-stationary parameters governing earthquake excitation Full Text: CiNii	663-664
On Response Characteristics of Structures Subjected to Multiple Excitations : Part 13. Shaking Table Tests on Reinforced Concrete Structures Subjected to Multiple Excitations Full Text: CiNii	665-666
On Response Characteristics of Structures Subjected to Multiple Excitations : Part 14. Evaluation on Test Results Full Text: CiNii	667-668
On Response Characteristics of Structures Subjected to Multiple Excitations : Part 15. Stiffness Evaluation Method of Coupling Beams and Elasto-Plastic Earthquake Response Analysis Full Text: CiNii	669-670
On Response Characteristics of Structures Subjected to Multiple Excitations : Part 16. Test on Reinforced Concrete Structures Subjected to Multiple Excitations by On-line Computer Test Control Method Full Text: CiNii	671-672
On Response Characteristics of Structures Subjected to Multiple Excitations : Part 17. Stochastic Response Analysis of Elastic Structure (2) Full Text: CiNii	673-674
On Response Characteristics of Structures Subjected to Multiple Excitations : Part 18. Verification Test on Similtude Law in Dynamic Model Testing Full Text: CiNii	675-676
Inelastic Seismic Response of Base Isolated Buildings with Unbonded Steel Tube Concrete Columns Full Text: CiNii	677-678
Position of inflection points at unyielding sections of weak-girder R/C frames when their peak stress is produced under intense earthquake motions Full Text: CiNii	679-680
Study on Modeling of the Restoring Force Characteristics of Reinforced Concrete Column Based on Computer-actuator On-line Test Full Text: CiNii	681-682
Study on the ON-LINE SIMULATION SYSTEM of MDF structure Full Text: CiNii	683-684
Evaluation of Experimental Error Propagation in On-Line pseudodynamic Testing : Part 6 Identification of Errors and Its Compensation Technique Full Text: CiNii	685-686
Evaluation of Experimental Error Propagation in On-Line pseudodynamic Testing : Part 7 Propagation Properties of Input Constant Errors and Verification of Error Compensation Technique Full Text: CiNii	687-688
Part 8. Propagation Propaties of Input Variable Errors with Gaussian Distribution and verification of Error Compensation Technigue Full Text: CiNii	689-690
The Stiffness Characteristics of Rigid Eccentric Foundations Full Text: CiNii	691-692
Ultimate Earthquake response Analysis of Asymmetric Structure : Part 2 Example of Elasto-plastic Analysis Full Text: CiNii	693-694
Study on Damage Prediction of Multistory Buildings with Eccentricity Subjected to Strong Earthquake Around Motions Full Text: CiNii	695-696
Estimation of Torque for Torsionally Coupled Multi-story Structures : Part 1. Elastic Systems with Shift of the Center of Gravity Full Text: CiNii	697-698
Estimation of Torque for Torsionally Coupled Multi-story Structures : Part 2. Elastic and Elasto-plastic Systems with Shift of the Center of Rigidity Full Text: CiNii	699-700
Response analysis on building-building interaction with torsion Full Text: CiNii	701-702
A Analysis on Torsionally coupled Free Vibrations Full Text: CiNii	703-704
Torsionally Coupled Responses Of Shear-Type Building To Earthquake Ground Motion : Part1 Dynamic Eccentricity In Single-Story Building Full Text: CiNii	705-706
Torsionally Coupled Responses Of Shear-Type Building To Earthquake Ground Motion : Part2 Lateral-Torsional Multi-Story Space Frame Full Text: CiNii	707-708
Replacement of directional distribution of peak amplitudes by RS tensor for two-dimensional vectorial time-histories Full Text: CiNii	709-710
Nonlinear Behavior of Space Frame Subjected to Bi-Directional Ground Motions : Part 5 Full Text: CiNii	711-712
Approximate Calculation Mathod of the Response of Structures Considering the Partial Non-Linear Behaviors : Part 2 Application to Tall Tower with Elevating Cabin Full Text: CiNii	713-714
On elasto-plastic response characteristics of systems with optimal regulators Full Text: CiNii	715-716
Relation of the Characteristics between Earthqeake Response and Ambient Vibration of a Structure Full Text: CiNii	717-718
Dynamic Characterstics of Elasto-Plastic Soil-Structure Interaction System : Part II Dynamic Analysis of Shaking Table Test Full Text: CiNii	719-720
Dynamic Characteristics of Soil-Foundation-Structure System Full Text: CiNii	721-722
Earthquake Observations of Soft Ground-Pile-Building : Part 1 Full Text: CiNii	723-724
Earthquake Observations of Soft Ground-Pile-Building : Part 2 Full Text: CiNii	725-726
Constrained Effect of Pile Top on Vibration Characteristics of Pile Foundation : Comparison of Analytical Result with Experimantal One Full Text: CiNii	727-728
An Experimental Study on Dynamic Behavior of the Pile Foundation : Part VI Swaying and Rocking Vibration Full Text: CiNii	729-730
An Experimental Study on Dynamic Behavior of the Pile Foundation : Part VII Comparison of Response Characteristics with Horizontal and Vertical Excitation Full Text: CiNii	731-732
Pull-back Vibration Tests for a pile Full Text: CiNii	733-734
Evaluations of Earthquake Response Characteristics of Base Isolated Structures Full Text: CiNii	735-736
Earthquake Responses of Structures Supported on Seismic Isolator with Rocking Deformation Full Text: CiNii	737-738
FEASIBILITY-STUDY OF BASE ISOLATED STRUCTURE : 1. DESIGN OF BASE ISOLATED STRUCTURE Full Text: CiNii	739-740
FEASIBILITY-STUDY OF BASE ISOLATED STRUCTURE : 2. ANALYSIS OF BASE ISOLATED STRUCTURE Full Text: CiNii	741-742
Effects to dynamic response of base isolated building by idealization of numerical analysis : Comparison between seismograms and numerical results Full Text: CiNii	743-744
Soil-Structure Interaction & Soft First Story Full Text: CiNii	745-746
Dynamical Characteristics of Earthquake Isolation System : Part 4 Analysis of Earthquake Motions and Study on Characteristics with Model Full Text: CiNii	747-748
Study on Torsional Response Characteristics of Asymmetric Building with Base Isolation System : Part 1 Earthquake Response Analyses Full Text: CiNii	749-750
Study on Torsional Response Characteristics of Asymmetric Building with Base Isolation System : Part 2 Dynamic Characteristic Tests Full Text: CiNii	751-752
Study on Torsional Response Characteristics of Asymmetric Building with Base Isolation System : Part 3 Earthquake Response Tests Full Text: CiNii	753-754
A Study on Dynamic behavior of Base Isolated Structure : Part I Outline of Verificational Experiment and Earthquake Observation Full Text: CiNii	755-756
A Study on Dynamic behavior of Base Isolated Structure : Part II Results of Earthquake Observation Full Text: CiNii	757-758
Study on Earthquake Base Isolation System for Structure : Part 13 Outline and Static Tests of Base Isolated Full Scale Building Full Text: CiNii	759-760
Study on Earthquake Base Isolation System for Structure : Part 14 Forced Vibration Test of Base Isolated Full Scale Building Full Text: CiNii	761-762
Study on Earthquake Base Isolation System for Structure : Part 15 Earthquake Observation of Base Isolated Full Scale Building Full Text: CiNii	763-764
Study on Earthquake Base Isolation System for Structure : Part 16 Observations of Wind-induced Vibration of Base Isolated Full Scale Building Full Text: CiNii	765-766
Research on Base Isolation System for Structures : Part 1 : Outline of Research Full Text: CiNii	767-768
Research on Base Isolation System for Structures : Part 2 : Indoor Experiments and Preparatory Tests Full Text: CiNii	769-770
Research on Base Isolation System for Structures : Part 3 : Earthquake Observation of Structures at Tohoku University Full Text: CiNii	771-772
Research on Base Isolation System for Structures : Part 4 : Response Characteristics of Base Isolated Structure Full Text: CiNii	773-774
Experimental Study on a Base Isolated Building using Lead Rubber Bearing : Part 1. Outline of the Study Full Text: CiNii	775-776
Experimental Study on a Base Isolated Building using Lead Rubber Bearing : Part 2. Free Vibration Test Full Text: CiNii	777-778
Experimental Study on a Base Isolated Building using Lead Rubber Bearing : Part 3. Forced Vibration Test by Exciter Full Text: CiNii	779-780
Experimental Study on a Base Isolated Building using Lead Rubber Bearing : Part 4. Microtremor Measurement Full Text: CiNii	781-782
Experimental Study on a Base Isolated Building using Lead Rubber Bearing : Part 5. Comparison of Experimental and Analytical Results Full Text: CiNii	783-784
Base Isolation System for Earthquake Protection and Vibration Isolation of Structures : Part 6 Vibration Test Results Full Text: CiNii	785-786
Base Isolation System for Earthquake Protection and Vibration Isolation of Structures : Part 7 Vibration Measurements under Earthquake Motion and Strong Wind Full Text: CiNii	787-788
Base Isolation System for Earthquake Protection and Vibration Isolation of Structures : Part 8 Dynamic Loading Test of Full Sized Buffer Full Text: CiNii	789-790
Base Isolation System for Earthquake Protection and Vibration Isolation of Structures : Part 9 Dynamic Tests of High Damping Laminated Rubber Bearings Full Text: CiNii	791-792
THE RESEARCH STUDY OF ASEISMIC ISOLATION SYSTEM BY THE ENFORCEMENT CONSTRUCTION : 14. TEST OF FULL SCALE LAMINATED RUBBER BEARING III Full Text: CiNii	793-794
THE RESEARCH STUDY OF ASEISMIC ISOLATION SYSTEM BY THE ENFORCEMENT CONSTRUCTION : 15. TEST OF FULL SCALE LEAD DAMPER III Full Text: CiNii	795-796
THE RESEARCH STUDY OF ASEISMIC ISOLATION SYSTEM BY THE ENFORCEMENT CONSTRUCTION : 16. TEST OF FULL SCALE LEAD DAMPER IV Full Text: CiNii	797-798
Development of Base Isoration System for Earthquake Protection and Vibration by Laminated High-damping Rubber : Part 1. Basic Loading Test of Laminated High-damping Rubber Full Text: CiNii	799-800
Development of Base Isoration System for Earthquake Protection and Vibration by Laminated High-damping Rubber : Part 2. Experimental Study on Vibration Isolation of a Full-scale Stracture I Full Text: CiNii	801-802
Development of Base Isoration System for Earthquake Protection and Vibration by Laminated High-damping Rubber : Part 3. Experimental Study on Vibration Isolation of a Full-scale Stracture II Full Text: CiNii	803-804
Study on Base Isolated Structure : Part I Dynamic Loading Tests on Lead Rubber Bearing Full Text: CiNii	805-806
Study on Base Isolated Structure : Part II Dynamic Characteristics of the Structure without Base Isolation Full Text: CiNii	807-808
Study on Base Isolated Structure : Part III Identification of Modal Parameters of the Structure without Base Isolation Full Text: CiNii	809-810
Experimental Study of Laminated Rubber Bearing with Viscous Damper for Isolation from Earthquake and Ambient Micro-Vibration : Part 1 Experiments on Model Structure Full Text: CiNii	811-812
A Study on Earthquake Base Isolation System Using Laminated Rubber Bearing : Part 7 Design Procedure of Base Isolation Devices Full Text: CiNii	813-814
An Experimental Study on Laminated Rubber Bearing Using Silicone Rubber in Earthquake Base Isolation System : Part 2 Thermal Characteristic Test and Static Loading Test of Fullsized Specimen Full Text: CiNii	815-816
Base Isolation System with Sliding Bearings : Part1 Outline of the System Full Text: CiNii	817-818
Base Isolation System with Sliding Bearings : Part 2 Test on Mechanical Properties of Components Full Text: CiNii	819-820
Base Isolation System with Sliding Bearings : Part 3 Dynamic Analysis of an Isolated Building Full Text: CiNii	821-822
Base Isolation System with Sliding Bearings : Part 4 Shaking Table Tests of a model structure Full Text: CiNii	823-824
Base Isolation System with Sliding Bearings : Part 5 Dynamic Property of A Model Base Isolated Building Full Text: CiNii	825-826
Fundamental Study on The Seismic Isolation With The Friction : Part1. Anaiysis Full Text: CiNii	827-828
Fundamental Study on The Seismic Isolation With The Friction : Part2. Experiment and Simulation Full Text: CiNii	829-830
Fundamental Study on The Seismic Isolation With The Friction : Part3. Optimum Design Full Text: CiNii	831-832
A Study on Earthquake Floor Isolation Systen : An Experiment Using a Small Area of Floor Full Text: CiNii	833-834
Experimental Study on the Role of Elastic-Plastic Damper Incorporated in the Dual System : Investigation on the Dynamics of Dual System - part I Full Text: CiNii	835-836
Analytical Study on the Role of Elstic-Plastic Damper Incorporated in Dual System : Investigation on the Dynamics of Dual System - part II Full Text: CiNii	837-838
Comparative Study on the Earthquake Response of Combined and Separated Dual Systems : Investigation on the Dynamics of Dual Systems - Part III Full Text: CiNii	839-840
Study on the Feasibility of a Base Isolation System : Part.1 Outline Full Text: CiNii	841-842
Study on the Feasibility of a Base Isolation System : Part.2 Performance Tests on Friction Dampers Full Text: CiNii	843-844
Study on the Feasibility of a Base Isolation System : Part.3 Shaking Table Tests of a Friction Damper Full Text: CiNii	845-846
Study on the Feasibility of a Base Isolation System : Part.4 Analytical Study on the Trigger Level of a Friction Dumper Full Text: CiNii	847-848
Study and Development of Seismic Base Isolation System : Part 1. Basic Plan for Development and Loading Test-1 of Hysteresis Dampers Full Text: CiNii	849-850
Study and Development of Seismic Base Isolation System : Part 2. Loading Test-2 of Hysteresis Dampers Full Text: CiNii	851-852
Study and Development of Seismic Base Isolation System : Part 3. Earthquake Response of Base Isolation Building using Hysteresis Dampers Full Text: CiNii	853-854
Study on Earthquake Base Isolation System : Part1 Resarch Program Full Text: CiNii	855-856
Study on Earthquake Base Isolation System : Part2 Results and Comsiderations Full Text: CiNii	857-858
Study on Earthquake Base Isolation System : Part3 Analytical Study on Effects of Earthquake and Vibration Full Text: CiNii	859-860
Vibration Test and Analysis of Model Structure Damping by Friction and Impact Full Text: CiNii	861-862
Dynamic Characteristics of Steel Frame with Brace Damper Full Text: CiNii	863-864
A Study on Base Isolation System : Part 1 : Confirmative Tests on Steel Damper Full Text: CiNii	865-866
Study on a Vibration Damper System Using Hydrodynamic Force of Sloshing : Part 1. Outline of the Damper System and Shaking Table Tests of Model Tanks Full Text: CiNii	867-868
Study on a Vibration Damper System Using Hydrodynamic Force of Sloshing : Part 2. Shaking Table Tests of Model Structure with the Damper System Full Text: CiNii	869-870
Study on Vibration Damper System Using Hydrodynamic Force of Sloshing : Part 3. Analytical Studies of the Damper System Full Text: CiNii	871-872
Application of friction damper to highrise steel building : Part I Mechanical properties of friction damper Full Text: CiNii	873-874
Application of friction damper to highrise steel building : Part 2 Experimental study on full scale frame with friction damper Full Text: CiNii	875-876
Application of friction damper to highrise steel building : Part 3 Design of highrise steel building with friction damper Full Text: CiNii	877-878
A Study on Practical Response Control Techniques for Building Structures : Part 1 : Efficiency Tests of Lead Rubber Bearings for Base Isolation Full Text: CiNii	879-880
A Study on Practical Response Control Techniques for Bearings Structures : Part 2 : Efficiency Tests for Large Damping Structures Full Text: CiNii	881-882
A Study on Practical Response Control Techniques for Building Structures : Part 3 : Performance Comparison of a Base-Isolated / a Heavily Damped Structure by Shaking test of Full-Scale 4-Story Building Model Full Text: CiNii	883-884
Control of Structural Vibration by Inertia Pump Dumper : Part(3) Earthquake-Response Control by Gapped Form of Inertia Pump Dumper Full Text: CiNii	885-886
Control of Structural Vibration by Inertia Pump Damper : Part(4) Principle of Open Type Inertia Pump Damper Full Text: CiNii	887-888
Vibration System of Base-Isolated Structure under Earthquake Excitation Full Text: CiNii	889-890
2446 Dynamic Intelligent Building as Active Seismic Response Controlled Structure : I. Theoretical Control Concept Full Text: CiNii	891-892
2447 Dynamic Intelligent Building as Active Seismic Response Controlled Structure : II. Analytical Verification of Theoretical Control Concept Full Text: CiNii	893-894
2448 Dynamic Intelligent Building as Active Seismic Response Controlled Structure : III. Experimental Verification of Theoretcal Control Concept Full Text: CiNii	895-896
2449 Dynamic Intelligent Building as Active Seismic Response Controlled Structure : IV. Analytical Study on Japanese High-rise Building with Active Mass Driver System against Mexico Earthquake Full Text: CiNii	897-898
An experimental study on active mass damper : Part 1 Algorithm Full Text: CiNii	899-900
An Experimental Study on Active Mass Damper : Part 2 Experiments of 4 story model Full Text: CiNii	901-902
An Experimental Study on Active Mass Damper : Part 3 Simulation Full Text: CiNii	903-904
Some Consideration on Aseismic Controlled Structual System equipped with Base Isolator and with base Actuator Full Text: CiNii	905-906
Vibration control of tall buildings by dynamic absorbers Full Text: CiNii	907-908
Input Loss of Earthquake Ground Motion for a Thermal Power Plant Full Text: CiNii	909-910
Ground motion on an alluvial basin under incident bed rock waves : Part 1,SH-fields Full Text: CiNii	911-912
Ground motion on an alluvial basin under incident bed rock waves : Part 2,P, SV-fields Full Text: CiNii	913-914
Behaviors of Alluvial Plain having Irregural Topography by the Wave Propagations : Part 2 Full Text: CiNii	915-916
Seismic motion of topographic irregular layered soil Full Text: CiNii	917-918
Dynamic response of a layered half-space having an irregular interface due to incident plane SH waves Full Text: CiNii	919-920
Behavior of Axisymmetric Irregular Topographies due to Incidence of Plane Waves Full Text: CiNii	921-922
A study on characteristics of local site underground structure involved in the storong-motion accelerograms Full Text: CiNii	923-924
Earthquake observation in the building with long configuration : Higher mode excitation caused by propagating ground motion Full Text: CiNii	925-926
Statistical analysis of vibration chracteristics of middle and low rised building structures : Part 1. Examination of natural periods and damping of existing buildings Full Text: CiNii	927-928
Statistical analysis of vibration chracteristics of middle and low rised building structures : Part 2. Examination of multivariate statistical analysis Full Text: CiNii	929-930
A Study on Dynamical Characteristics of a Over-track Building : Part 1 Forced Vibration Test of the Building without Footing Beam Full Text: CiNii	931-932
A Study on Dynamical Characteristics of a Over-track Building : Part 2 Analytical Examination Full Text: CiNii	933-934
Cumulative Damage Earthquake Response and On-Line Seismic Loading Test of Concrete Columns by Digital Dynamic Simulater : Case of 1985 Mexican Earthquake SCT1 Full Text: CiNii	935-936
Spring Pendulum Shaking Simulater for Perception Criterea Low-frequency Horizontal Motions Full Text: CiNii	937-938
Study on Structure of Super High-Rise Housing with Y-Shaped Plan : Part 8. Forced Vibration Test Full Text: CiNii	939-940
A study on vibrational characteristics of a steel framed building of 15 stories : Part 1. Micro tremors observation and effects of P.C. curtain walls Full Text: CiNii	941-942
Vibration Tests of Several Kinds of Slabs : Part5 Full Text: CiNii	943-944
Shaking Table Tests on Fastened-Type O.A. Floor Full Text: CiNii	945-946
Vibration Characteristics of Free Access Floor subjected to Simple Harmonic Excitation and to White Noise Excitation : A Study on Method of Shaking Table Test for Vibration Characteristics (Part 1) Full Text: CiNii	947-948
Vibrational Characteristics of Floor Structure Part VIII : Study on Boundary Conditions of Long-span Floor Panel Full Text: CiNii	949-950
Vibration Preventation Design for Long-span PC Stepwise Slab of Stadium Stands : Part I : Decision of Parameters for Designing Full Text: CiNii	951-952
Vibration Preventation Design for Long-span PC Stepwise Slab of Stadium Stands : Part II : Simulation and Sensibility Estimation of Vibrations due to Footsteps Full Text: CiNii	953-954
Vibration Test of Roof of Exhibition in OKINAWA Conventional Center Full Text: CiNii	955-956
Study on Micro-vibration Isolation for High-tech Facilities : Part 1 Estimation of Foot-fall Impulse Full Text: CiNii	957-958
Study on Micro-vibration Isolation for High-tech Facilities : Part 2 Response Analysis for External Vibration Sources Full Text: CiNii	959-960
Simulation of responses of structures to moving loads : Part 3. Analysis of responses to very large moving loads Full Text: CiNii	961-962
Simulation of responses of structures to moving loads : Part 4. Model Test Full Text: CiNii	963-964
A Study on The Characteristic on The Restoring Force of The Silos : The Dynamic Behavior of FRP Silos Full Text: CiNii	965-966
Dynamic Response by 3-D Time Domain BEM : Part I : Behaviour of Surface Topography Induced by Plane Waves Full Text: CiNii	967-968
Dynamic Response by 3-D Time Domain BEM : Part II : Input Motion of Embedded Rigid Foundation Full Text: CiNii	969-970
Study on Dynamic Interaction of Soil and Structure Pile and Pile-Wall Foundation : Part 1 General Report of Expriment Full Text: CiNii	971-972
Study on Dynamic Interaction of Soil and Structure Pile and Pile-Wall Foundation : Part 2 Test Results of Soil-Foundation Model Full Text: CiNii	973-974
Study on Dynamic Interaction of Soil and Structure Pile and Pile-Wall Foundation : Part 3 Kinematic Interaction and Inertial Interaction Full Text: CiNii	975-976
Forced Vibration Test and its Analytical Study for Pile Foundation with Basement Floor : Part 1 Experimental Results of Forced Vibration Test Full Text: CiNii	977-978
Forced Vibration Test and its Analytical Study for Pile Foundation with Basement Floor : Part 2 Outline of Analysis Full Text: CiNii	979-980
Forced Vibration Test and its Analytical Study for Pile Foundation with Basement Floor : Part 3 Simulation Analysis of Test Results Full Text: CiNii	981-982
Earthquake Observation of Structure with Pile Foundation on Soft Layer : Part.7 Analysis of Pile Stresses Considering Ground Displacement during Earthquakes Full Text: CiNii	983-984
The Hysteresis Properties of Rocking Spring of Pile Foundation under Cyclic Overturning Moment : Part.1 Vertical Spring Constants of Pile considering Pulling Load Full Text: CiNii	985-986
The Hysteresis Properties of Rocking Spring of Pile Foundation under Cyclic Overturning Moment : Part.2 Vertical and Rotational Spring Constants considering Permanent Normal Load Full Text: CiNii	987-988
Experimental Evaluation of Stability of Foundation Ground for Nuclear Power Plant during Strong Earthquakes Full Text: CiNii	989-990
Study on Earth Pressure during Earthquakes Estimated from Simplified Method : Part1 Results of Dynamic Analyses Full Text: CiNii	991-992
Study on Earth Pressure during Earthquakes Estimated from Simplified Method : Part2 Consideration of Mechanism Full Text: CiNii	993-994
Study on Earth Pressure during Earthquakes Estimated from Simplified Method : Part3 Proposal for Simplified Method Full Text: CiNii	995-996
Investigation of the Application for the Equivalent Linear Analysis Method based on the Experiment of the Earth Pressure during an Earthquake Full Text: CiNii	997-998
A study of hydrodynamic interaction effects acting on a quay wall Full Text: CiNii	999-1000
Distribution map of the liquefied sites in Japan Full Text: CiNii	1001-1002
A Liquefaction Simulation at Large Sand Crater in Tomiyachi, Aomori Prefecture during the 1983 Nihonkai-Chubu (Japan Sea) Earthquake Full Text: CiNii	1003-1004
A study on estimation of depth of the liquefied layer during strong earthquake Full Text: CiNii	1005-1006
Simplified Procedures for the Evaluation of Settlements of Structures During Earthquakes Full Text: CiNii	1007-1008
Interacting Behavious of Pile Foundations in Liquefied Soil Layers : Part III Transient Resonance Phenomenon Full Text: CiNii	1009-1010
Dynamic behavior of piles during soil liquefaction Full Text: CiNii	1011-1012
Study on High Reliability-Vibration and Noise Free Pile Driving Method : Part 1 Additional tests on pile details Full Text: CiNii	1013-1014
Study on High Reliability-Vibration and Noise Free Pile Driving Method : Part 2 Point resistence of pile based on loading test Full Text: CiNii	1015-1016
Study on High Reliability-Vibration and Noise Free Pile Driving Method : Part 3 Driving and control of the shoe attached to pile bottom Full Text: CiNii	1017-1018
Study on High Reliability-Vibration and Noise Free Pile Driving Method : Part 4 Point resistence in comparison with conventional driven pile Full Text: CiNii	1019-1020
Measurements and analyses of incuced strain in shafts and ground vibrations during driving tests of large diameter PHC piles Full Text: CiNii	1021-1022
Report on a driving test of large diameter prestressed concrete pile : part 1 penetration, dynamic strain, Vibration and Sound Full Text: CiNii	1023-1024
Report on a Drving Test of Large Diameter Prestressed Concrete Pile : Part 2,Loading Test-Vertical & Horizontal Full Text: CiNii	1025-1026
Bearing Capacity of Prestressed Concrete Pile Driven, after Pre-boring, into the layer which rests on diluvial clay Full Text: CiNii	1027-1028
A study on underground wall construction method : Part 3. Vertical loading test on underground wall Full Text: CiNii	1029-1030
Vertical load test of small diameter steel friction piles with steel helical wings Full Text: CiNii	1031-1032
On the behaviour of a pier under vertical load Full Text: CiNii	1033-1034
A numerical analysis of vertical load test on open pipe pile in homogeneous sand layer Full Text: CiNii	1035-1036
Basic Study for failure Phenomena of Bored Pile Tip Full Text: CiNii	1037-1038
Measurement of Negative Skin Friction of Bored Precast Pile by Cement Grouting Method on Osaka Nanko Island Full Text: CiNii	1039-1040
An Empilical Model of Sand-Steel Interface under Monotonic Loading Full Text: CiNii	1041-1042
An Experimental Study of Effective Stress in Sand Caused by Seepage Force Full Text: CiNii	1043-1044
A Study on Pullout Resistance of Cast-in-Place Pile Foundation (Part 1. Object and Background) : Seismic Performance of R/C High-Rise Frame Structure with Wall Columns Full Text: CiNii	1045-1046
A Study on Pullout Resistance of Cast-in-Place Pile Foundation (Part 2. Properties of Soil Deposits at Test Site) : Seismic Performance of R/C High-Rise Frame Structure with Wall Columns Full Text: CiNii	1047-1048
A Study on Pullout Resistance of Cast-in-Place Pile Foundation (Part 3. Design of Test Specimen) : Seismic Performance of R/C High-Rise Frame Structure with Wall Columns Full Text: CiNii	1049-1050
A Study on Pullout Resistance of Cast-in-Place Pile Foundation (Part 4. Construction of Test Spacimen and Material Testing) : Seismic Performance of R/C High-Rise Frame Structure with Wall Columns Full Text: CiNii	1051-1052
A Study on Pullout Resistance of Cast-in-Place Pile Foundation (Part 5. Loading Method and Execution) : Seismic Performance of R/C High-Rise Frame Structure with Wall Columns Full Text: CiNii	1053-1054
A Study on Pullout Resistance of Cast-in-Place Pile Foundation (Part 6. Behavior in Small Displacement Range) : Seismic Performance of R/C High-Rise Frame Structure with Wall Columns Full Text: CiNii	1055-1056
A Study on Pullout Resistance of Cast-in-Place Pile Foundation (Part 7. Behavior in Large Displacement Range) : Seismic Performance of R/C High-Rise Frame Structure with Wall Columns Full Text: CiNii	1057-1058
A Study on Pullout Resistance of Cast-in-Place Pile Foundation (Part 8. Concluding Remarks) : Seismic Performance of R/C High-Rise Frame Structure with Wall Columns Full Text: CiNii	1059-1060
Studies on Compression Type Permanent Ground Anchors (Part 1) : Constitution and Execution Test of Anchors Full Text: CiNii	1061-1062
Studies on Compression Type Permanent Ground Anchors (Part 2) : Pull-out Test Full Text: CiNii	1063-1064
Studies on Compression Type Permanent Ground Anchors (Part 3) : Compared with Tension Type Ground Anchors Full Text: CiNii	1065-1066
Studies on Compression Type Permanent Ground Anchors (Part 4) : Creep Test Full Text: CiNii	1067-1068
Studies on Compression Type Permanent Ground Anchors (Part 5) : Repeated Loading Tests Full Text: CiNii	1069-1070
Studies on Compression Type Permanent Ground Anchors (Part 6) : Anchor Group Test Full Text: CiNii	1071-1072
Stady on Ultimate Pull Up Resistance of Vertical Ground Anchor with Circular Plate : Part 2 : Tests of Ground Anchor Group with Two Members Full Text: CiNii	1073-1074
Stady on Ultimate Pull Up Resistance of Vertical Ground Anchor with Circular Plate : Part 3 : Tests of Ground Anchor Group with Three Members Full Text: CiNii	1075-1076
Experimental Study on Mechanism of Ground Anchor : Part III Ultimate Resistance of Single Anchors Full Text: CiNii	1077-1078
Experimental Study on Mechanism of Ground Anchor : Part IV Effect of Anchor Group Full Text: CiNii	1079-1080
Modulus of Lateral Subgrade Reaction of Cast-in-Place Pile penetrating the Dotan Layer Full Text: CiNii	1081-1082
Effect of Improvement of Ductility on the Behavior of PHC Piles under Horizontal Load Full Text: CiNii	1083-1084
A Simple Method for Stress Calcuration of Pile Foundation considering Superstructure Stiffness Full Text: CiNii	1085-1086
A Method for Stress Analysis of Structures Considering Foundations : Part-2 : Stiffnes Matrix of Elastically Supported Elements with Uniform Modulus Involving Shear Deformation and Skin Friction Full Text: CiNii	1087-1088
Combined Load Test of 4-Piles in Sand Performed by Lateral Moving Apparatus Full Text: CiNii	1089-1090
Field Test on Cast-in place Pile with Outer Steel Shell under Lateral Loading : III - Discussion of Bending Moment Full Text: CiNii	1091-1092
Strength and Behavior of Presstressed High Strength Concrete Piles by Lateral Loading Tests : Part 1 Single Pile Full Text: CiNii	1093-1094
Strength and Behavior of Presstressed High Strength Concrete Piles by Lateral Loading Tests : Part 2 coupled piles Full Text: CiNii	1095-1096
Study on the Improvement in Bearing Capacity and Deformability of Prestressed High Strength Concrete Pile : Part 5 Full Text: CiNii	1097-1098
Study on the Improvement in Bearing Capacity and Deformability of Prestressed High Strength Concrete Pile : Part 6 Full Text: CiNii	1099-1100
Analytical investigation on PHC pile head joint : Part 1 Analytical method and its application example Full Text: CiNii	1101-1102
Analytical investigation on PHC pile head joint : Part 2 Investigation of factors effect on fixation degree at pile head joint Full Text: CiNii	1103-1104
Study on Joint Methods between Steel Pile and Footing : Part 1 Object of Study and Outline of Experiment Full Text: CiNii	1105-1106
Study on Joint Methods between Steel Pile and Footing : Part 2 Outline of Results - I Full Text: CiNii	1107-1108
Study on Joint Methods between Steel Pile and Footing : Part 3 Outline of Results - II Full Text: CiNii	1109-1110
Study on Joint Methods between Steel Pile and Footing : Part 4 Fixing Ratio and Mechanisum of Resistance Full Text: CiNii	1111-1112
Study on Dilatancy of Dense Sand : Part 1 Dilatancy of Toyoura Sand by Simple Shear Test Full Text: CiNii	1113-1114
Study on Dilatancy of Dense Sand : Part 2 Experimental Equation obtained from the Results of Dilatancy Full Text: CiNii	1115-1116
An Experimental Study on the Properties of Particle Crushing during Shearing Test (Preliminary Test) : Part 1 : Rate of Discharging within Conical Hopper Full Text: CiNii	1117-1118
An Experimental Study on the Properties of Particle Crushing during Shearing Test (Preliminary Test) : Part 2 : On the Scattering of Shearing Test Full Text: CiNii	1119-1120
Relation between the result of Swedish Weight Sounding and the Coefficient of Subgrade Reaction Full Text: CiNii	1121-1122
Initial Shear Modulus measured by In Situ Seismic Survey and Laboratory tests : Part 1. Comparison of In Situ and Laboratory Shear Moduli Full Text: CiNii	1123-1124
Initial Shear Modulus measured by In Situ Seismic Survey and Laboratory tests : Part 2. Cause of Difference Between In Situ and Laboratory Shear Moduli Full Text: CiNii	1125-1126
Experimental Study on Evaluation Method for Strain-Dependency of In-Situ Modulus and Damping Ratio : Part 7. Simple Evaluation Method on Reference Strain Full Text: CiNii	1127-1128
Behavior of Floating Foundation with Piles : Part1 Outline of the Building and Measurement Full Text: CiNii	1129-1130
Behavior of Floating Foundation with Piles : Part2 Measurement Results during Construction Full Text: CiNii	1131-1132
An Effective Thickness of Soils to Calculate the Differential Settlements of Buildings Full Text: CiNii	1133-1134
A Practical Solution on the Settlement Process of RC Structures on Poor Grounds Full Text: CiNii	1135-1136
Design and Measured Settlement of Building Foundations in Kobe Port Island Full Text: CiNii	1137-1138
Measurement of Settlement of Warehouse constructed on Reclaimed Land : Osaka Nanko Island Full Text: CiNii	1139-1140
Settlement behavior of raft foundation with friction piles : Part 1 : Observations on a four-story building Full Text: CiNii	1141-1142
Settlement behavior of raft foundation with friction piles : Part 2 : Analysis of the behavior of a four-story building Full Text: CiNii	1143-1144
Visco-elasto-plastic Analysis of Long-term Settlement of Building supported by End-bearing Piles Full Text: CiNii	1145-1146
A Method of evaluating ground elasticity for Settlement prediction of Structure Full Text: CiNii	1147-1148
Modulos of Deformation of Reloading Tests on Sand Full Text: CiNii	1149-1150
Excution and loding tests of soil cement piles Full Text: CiNii	1151-1152
Bearing capacity of soil cement piles Full Text: CiNii	1153-1154
Effects of delayed placing and compaction on the dry density and unconfined compressive strength of soil-cement Full Text: CiNii	1155-1156
The investigation of the bearing capacity of the improved ground for protecting liquefaction using a centrifuge model Full Text: CiNii	1157-1158
Small house foundations reinforced with high strength synthetic fiber nets : Part-1 : Outline of this study Full Text: CiNii	1159-1160
Small house foundations reinforced with high strength synthetic fiber nets : Part-2 : Outline of experiments in the fields Full Text: CiNii	1161-1162
Small house foundations reinforced with high strength synthetic fiber nets : Part-3 : The result of experiments in the fields Full Text: CiNii	1163-1164
The damage of wood buildings by differential settlements : Part 1 Slope angle and damage Full Text: CiNii	1165-1166
Analyses on Compression Tests of Sand in Steel Pipes Full Text: CiNii	1167-1168
Experimental Studay by Photelasticity for Shell Foundation : Part II Full Text: CiNii	1169-1170
Model Shaking Tests of Shell Foundation Using Dry Sand : Effect of Shell Length (Part I) Full Text: CiNii	1171-1172
Model Shaking Tests of Shell Foundation Using Dry Sand : Effect of Shell Length (Part II) Full Text: CiNii	1173-1174
ANALYSIS ON SUBGRADE REACTION IN THE FOUNDATION BED HAVING AN ARBITRARY RECTANGULAR BOTTOM. HOWEVER, FOR THE CASE WHERE A PART IN WHICH THE BEARING PRESSURE BECOMES ZERO IS GENERATED Full Text: CiNii	1175-1176
An Anlysis of the Behavior of Uplifted Underground Conduit Full Text: CiNii	1177-1178
The distribution of strain in the solution of Mindlin's problem Full Text: CiNii	1179-1180
Distribution of Akahoya volcanic ash deposit in Hiroshima Delta alluvium and its meanings Full Text: CiNii	1181-1182
Study on Input Data for Retaining Structure Design Method : Part 1 : Fitting Calculation Method with Non-liner Rigidity of Retaining Wall Full Text: CiNii	1183-1184
Study on Input Data for Retaining Structure Design Method : Part 2 : Trial Calculation based on Our Proposed Input Data Full Text: CiNii	1185-1186
Method for simultaneous analysis of excavation walls in opposite sides Full Text: CiNii	1187-1188
A study on diaphragm wall system : Part 1. An experiment on shear strength of wall to substructure joints Full Text: CiNii	1189-1190
A study on diaphragm wall system : Part 2. An experiment on shear strength of wall to wall joints Full Text: CiNii	1191-1192
A study on diaphragm wall system : Part 3. In-site bearing capacity test of piles Full Text: CiNii	1193-1194
Fundamental Research of Membrane Structures Full Text: CiNii	1195-1196
Fundamental Studies on Tension Structures : Part 1 : Minimal Surface Analysis by a Direct Method Full Text: CiNii	1197-1198
A Shape Determination Theory for Membrane Structures Full Text: CiNii	1199-1200
The Optimum Shifting Condition in the Stabilizing Process of the Unstable Rigid Truss Structure Full Text: CiNii	1201-1202
Form finding analysis of uniform tension surface under subsidiary conditions for membrane structures Full Text: CiNii	1203-1204
Vibration Analysis of Cable Structures Considering Slacks : Part 1 : Variational Inequality and Potential Function Full Text: CiNii	1205-1206
Vibration Analysis of Cable Structures Considering Slacks : Part 2 : Equations of Motion and Numerical Analyses Full Text: CiNii	1207-1208
Basic Equations of R.C. Shells in Consideration of Bond Slip Full Text: CiNii	1209-1210
A study on the thick cylindrical shell Full Text: CiNii	1211-1212
A STUDY ON THE ELASTIC THICK SHELLS : Based on the boundary stress conditions Full Text: CiNii	1213-1214
Large Deformation Analysis of Thick Walled Shells Based on Laminated Theory : Part 1 Analysis of Thick Walled Shells Using Director Theory Full Text: CiNii	1215-1216
Large Deformation Analysis of Thick Walled Shells Based on Laminated Theory : Part 2 Contact Problem Analysis Based on Penalty Formulation Full Text: CiNii	1217-1218
9-node reduced-integrated shell element based on assumed strains Full Text: CiNii	1219-1220
Generalization of Analytical Method for Shells Full Text: CiNii	1221-1222
Stability Analysis of Elastic Circular Cylindrical Shells Subjected to Tangential Follower Forces Full Text: CiNii	1223-1224
Geometrically nonlinear analysis of elastic shallow arch using an integral equation method Full Text: CiNii	1225-1226
Large Deformation Analysis of Thin Plates Based on Midpoint Rule Full Text: CiNii	1227-1228
Buckling Behaviour and Reduced Stiffness Critical Loads of Pressurised Partial Cylindrical Shells Full Text: CiNii	1229-1230
Statistical analysis of buckling loads of randomly imperfect shallow spherical shells under hydrostatic pressure Full Text: CiNii	1231-1232
Nonlinear analysis of cylindrical shells to vertical and horizontal excitations Full Text: CiNii	1233-1234
On the Nonlinear Sloshing of Arbitrary Shaped Liquid Storages : Part 6 : Swirling Phenomena as a Bifurcation Full Text: CiNii	1235-1236
On the Nonlinear Sloshing of Arbitrary Shaped Liquid Storages : Part 7 : Shaking Table Test by Using a Grid Projection Method Full Text: CiNii	1237-1238
A vibration test of a cylindrical shell with water on a forced excited table Full Text: CiNii	1239-1240
Formulation for coupled system of viscous fluid and elastic circular cylinder Full Text: CiNii	1241-1242
Dynamic Analysis of A Simply Supported Roof Shell Subjected to Vertical Earthquake Motions : Estimation of the maximum responses of in-plane and bending stresses in shells Full Text: CiNii	1243-1244
Presumption of Equivalent Damping Factor for Reinforced Concrete Cooling Tower Design Considering Soil-Structure Dynamic Interaction Full Text: CiNii	1245-1246
Study on Cylindrical Shells with Ribs under Concentrated Loading Full Text: CiNii	1247-1248
Vertical Loading Experiment of Cylindrical Shell with Thin Rib : Experimental Study on the Cylindrical Shell Structure with Thin Rib (Part 1) Full Text: CiNii	1249-1250
Horizontal Loading Experiment of Cylindrical Shell with Thin Rib : Experimental Study on the Cylindrical Shell Structure with Thin Rib (Part 2) Full Text: CiNii	1251-1252
Experimental study on cantilever type of cylindrical shell roofs Full Text: CiNii	1253-1254
STRESS MEASUREMENT AND ANALYSIS OF A LARGE COAL SILO : (PART 1) STRESS MEASUREMENT OF TUBULAR BODY Full Text: CiNii	1255-1256
STRESS MEASUREMENT AND ANALYSIS OF A LARGE COAL SILO : (PART 2) STRESS MEASUREMENT OF HOPPER Full Text: CiNii	1257-1258
STRESS MEASUREMENT AND ANALYSIS OF A LARGE COAL SILO : (PART 3) STRESS ANALYSIS OF TUBULAR BODY AND HOPPER Full Text: CiNii	1259-1260
Elastic-plastic behavior of a reinforced concrete cylindrical shell roof model Full Text: CiNii	1261-1262
Static Loading Test of a Reinforced Concrete Cylindrical Shell Roof used at Amagi Post Office Full Text: CiNii	1263-1264
Experiment on linear elastic behavior of a Multi Humped Shell Full Text: CiNii	1265-1266
Study on Space Truss System of Steel Pipe : Investigation of Node's Mechanical Behavior Full Text: CiNii	1267-1268
Study on Space Truss System of Steel Pipe : Investigation of Endcone's Mechanical Behavior Full Text: CiNii	1269-1270
An Analytical Study on Mechanical Characteristics for Latticed Dome Shell : A Case of Oneway Arch Full Text: CiNii	1271-1272
Report on monitoring of the stress and the displacement on steel Parallel lamella dome Full Text: CiNii	1273-1274
On the Study of Effect of Boundary Member Restraint on the Member Buckling of Spatial Parallel Chord Laced Columns Full Text: CiNii	1275-1276
On the Elastic Bucking Load of In-plane Double-Layer Rigid-Jointed Lattice Arches Full Text: CiNii	1277-1278
Influence of initial deflections of members on the post-buckling behaviour of an inclined square mesh grid constructed by a bolted jointing system Full Text: CiNii	1279-1280
Theoretical Study on the Buckling of Rigidly Jointed Single Layer Latticed Spherical Shells Full Text: CiNii	1281-1282
Experimental Study on the Buckling of Rigidly Jointed Single Layer Latticed Spherical Shells Full Text: CiNii	1283-1284
Elasto-Plastic Stability Analysis of Single Layered Trussed Spherical Shells with Ball Joints Full Text: CiNii	1285-1286
Study on buckling load of pinconnected triangular reticulated single layer trussed dome : Part 1 Full Text: CiNii	1287-1288
Study on buckling load of pinconnected triangular reticulated single layer trussed dome : Part 2 Full Text: CiNii	1289-1290
Effect of Load Distribution on the Elastic Buckling Loads of Single-Layer Lattice Domes Full Text: CiNii	1291-1292
Study on the Buckling Strength of Single-Layer Truss Dome : Part 1. The Presentation of Tension Truss Dome and Loading Test Full Text: CiNii	1293-1294
Study on the Buckling Strength of Single-Layer Truss Dome : Part 2. The Comparison of the Buckling Behavior Full Text: CiNii	1295-1296
Study on the Buckling Strength of Single-Layer Truss Dome : Part 3. The Evaluation of the Buckling Strength Full Text: CiNii	1297-1298
On an Elastic Buckling Criterion of Single-Layer Latticed Dome with Geometrical Imperfection Full Text: CiNii	1299-1300
A Study on Behaviors of Space Truss with Initial Imperfection Full Text: CiNii	1301-1302
Estimation of Initial Geometrical Imperfection on a Single Layered Trussed Dome Full Text: CiNii	1303-1304
EFFECT OF GEOMETRICALLY NONLINEAR ON THE DEFORMATION OF PRABOLOIDAL REFLECTOR ANTENNA Full Text: CiNii	1305-1306
Earthquake-response Constrained Design of Large Elastic Space Trusses Full Text: CiNii	1307-1308
Dynamic Characteristics of Single-Layer Space Frames : Part 2. Shaking Table Tests by Use of a Spring Model Full Text: CiNii	1309-1310
Free Vibration Analysis of Pin-Jointed Single-Layer Latticed Dome Full Text: CiNii	1311-1312
Mechanism of the reaction for the one way curved beam system Full Text: CiNii	1313-1314
A Study on Structural Characteristic of Beam String Structure : Part 1 Prestressing for Dead Load Full Text: CiNii	1315-1316
A Study on Structural Characteristic of Beam String Structure : Part 2 Static Behaviour for Additional Load Full Text: CiNii	1317-1318
A Study on Structural Characteristic of Beam String Structure : Part 3 Loading Test of BSS considering Boundary Conditions Full Text: CiNii	1319-1320
Optimum Membrane Cutting Patterns Full Text: CiNii	1321-1322
A STUDY ON FABRICATION FOR MEMBRANE STRUCTURES IN CONSDERATION OF FABRIC CHARACTERISTICS Full Text: CiNii	1323-1324
A Method for pre-stressing of rigid boundary suspension membrane structures Full Text: CiNii	1325-1326
Bearing snow ability of pneumatic membranes covering nearly rectangular plan Full Text: CiNii	1327-1328
Wind Loading Analysis of Pneumatic Membrane Structure Covering Nearly Rectangular Plan Full Text: CiNii	1329-1330
Study on the Structural Behaviour of Cable-Reinfoeced Air-Supported Structures under Partial Vertical Loads Full Text: CiNii	1331-1332
A Study on Vibration Analysis of Stainless Steel Double Membrane Roof Full Text: CiNii	1333-1334
Experimental study on an openable suspension membrane structure Full Text: CiNii	1335-1336
Loading Analyses of Fabric tension Structures Full Text: CiNii	1337-1338
A Study on Structural Characteristic of Hybrid Membrane Structure : Part 1,Statical Behavior of Pyramidal Membrane Structure Full Text: CiNii	1339-1340
A Study on Structural Characteristic of Hybrid Membrane Structure : Part 2,Form constitution Test for the Membrane Structure of Unit Type Full Text: CiNii	1341-1342
A Study on Structural Characteristic of Hybrid Membrane Structure : Part 3,Static Loading Test for the Membrane Structure of Unit Type Full Text: CiNii	1343-1344
A Study on Structural Characteristic of Hybrid Membrane Structure : Part 4,Form Constitution and Restressing Method for the Membrane Structure of Hanger Type Full Text: CiNii	1345-1346
Structural Behavior of the Hanger Type of Tension Membrene Structures at Wind Loading : Part I Research Report of the Indoor Riding Rink in the Horse Riding Place of Gunma Prefecture Full Text: CiNii	1347-1348
Form Consititution for The Hanger Type of Tension Membrane Structures : Part II Research Report of the Indoor Riding Rink in the Horse Riding Place of Gunma Prefecture Full Text: CiNii	1349-1350
Analytical Studies on Structural Behabiour of Cable Dome : Part I Avairabilities of Linear Solusions Full Text: CiNii	1351-1352
Analytical Studies on Structural Behabiour of Cable Dome : Part II Effects of Prestress Forces Full Text: CiNii	1353-1354
Experimental Study on Structural Behaviors of Cable Dome : Part I Outline of Test Full Text: CiNii	1355-1356
Experimental Study on Structural Behaviors of Cable Dome : Part 2 Prestressing test of 3-dimensional model Full Text: CiNii	1357-1358
Experimental Study on Structural Behaviors of Cable Dome : Part III Vertical loading Test in 3-dimensional model Full Text: CiNii	1359-1360
Experimental Study on Structural Behaviors of Cable Dome : Part IV Interner Pressure Test in 3-dimensional model Full Text: CiNii	1361-1362
Experimental Study on Structural Behaviors of Cable Dome : Part 5 Vibration test of 3-dimensional model Full Text: CiNii	1363-1364
Experimental Study on structural behaviors of cable dome : Part 6 Erection test of Plane full-scale model Full Text: CiNii	1365-1366
Experimental Study on Structural Behavior of Cable Dome : Part 7 Vertical loading Test of plane full-scale model Full Text: CiNii	1367-1368
Changes of Structural Regulations of Building Laws : Part 3 Full Text: CiNii	1369-1370
Changes of Structural Regulations of Building Laws : Part 4 Full Text: CiNii	1371-1372
A seismic load distribution model for the serviceability limit state design in LRFD (Proposed) Full Text: CiNii	1373-1374
A Basic Study on the Probabilistic Seismic Hazard Evaluation Method Full Text: CiNii	1375-1376
Investigation of Earthquake Disaster Prevention Planning at School Full Text: CiNii	1377-1378
A Study on Reliability Analysis of Structures Full Text: CiNii	1379-1380
Study of Optimization Method : Part 1 : Optimal Reliability-Based Design under Service Limit and Ultimate Limit Full Text: CiNii	1381-1382
An Investigation on Reliability Index of Redundant Ductile Structural System in LRFD Full Text: CiNii	1383-1384
A Study on Reliability Level of Steel Structure Based on Measured Data : Part 1 Method and Results of Measurement Full Text: CiNii	1385-1386
Multi-conditional reliability index : 1 : Derivation Full Text: CiNii	1387-1388
Multi-conditional reliability index : 2 : System failure probability Full Text: CiNii	1389-1390
Lateral and axial pressures acting on steel tower silo Full Text: CiNii	1391-1392
Studies on the Live Load of Dwellings : PartII Analysis of the Results and Tentative Plan of the Standards for Designers Full Text: CiNii	1393-1394
Studies on the Live Load of Dwellings : PartI Survey for 100 Instances Full Text: CiNii	1395-1396
Stochastic Analysis of Live Load for Retail Premises Full Text: CiNii	1397-1398
A Survey Report on live load of schoolrooms Full Text: CiNii	1399-1400
Survey of the roof snow depth by aerial photogrammetry : PartII Errors in the Measurement on three different types of roofs Full Text: CiNii	1401-1402
On a rough calculation of the mechanical behabior of snow-tunnel with a main cause of snouw temprerature distributionn Full Text: CiNii	1403-1404
Fundamental study on estimation of roof snow loads : Part 15 Results of commision observation and factor analysis in 1987 Full Text: CiNii	1405-1406
An Estimation of Geographical Distribution of Annual Maximum Snow Depth Based on Topographic Factors Full Text: CiNii	1407-1408
Regional characteristics and relation of annual maximum snow depth and annual maximum snow depth increase intensity Full Text: CiNii	1409-1410
Estimation of Snow Weight on the Ground from Diary Precipitation and Temperature Data Observated in Sapporo City Full Text: CiNii	1411-1412
Fundamental Study on Snow Load on Roofs : Part 8 : Snow Cover on Roofs in 1987 Full Text: CiNii	1413-1414
Fundamental Study on Snow Load on Roofs : Part 9 : Relationship among Maximum Depth of Snow Cover, Its Density and Maximum Weight Full Text: CiNii	1415-1416
Average density of snow cover Full Text: CiNii	1417-1418
On the variation of wind speed profile near the ground with the density of routhness block Full Text: CiNii	1419-1420
MEASUREMENT OF WIND NEAR THE GROUND AROUND A HIGH-RISE BUILDING : PART 2 Full Text: CiNii	1421-1422
Number and Duration of Strong Winds in Tokyo Full Text: CiNii	1423-1424
SPECTRAL CHARACTERISTICS OF STRONG WINDS IN HONGO, BUNKYO-KU, TOKYO Full Text: CiNii	1425-1426
Wind Tunnel Tests on Behavior of Rooftiles under Strong Wind Full Text: CiNii	1427-1428
Impactive effects of wind-borne missiles on window glass Full Text: CiNii	1429-1430
Small wind-direction meter using optical sensors Full Text: CiNii	1431-1432
Correction of Distortion Effects Caused by Tubing System by Digital Filtering Method Full Text: CiNii	1433-1434
Manufacture and Calibration of averaging manifolds for the measurement od fluctuating pressure Full Text: CiNii	1435-1436
Experimental Study of Turbulent Boundray Layer over Urban Area : Part3. Numerical Investigation by S.G.S. Model Full Text: CiNii	1437-1438
Unsteady Structure of the Flow Field around a cube Full Text: CiNii	1439-1440
Numerical Simulation of Wind Flow and Pressure around a Hemi-Sphere Full Text: CiNii	1441-1442
Finite Element Simulation of Three Dimensional Turbulent Flow around a Spherical Dome Full Text: CiNii	1443-1444
Numerical Simulation on Vortex-induced Vibration of a Circular Cylinder Full Text: CiNii	1445-1446
Aerodynamics of a Finite Circular Cylinder in Turbulent Flow : Part 1 Effects of the Aspect Ratio on the Drag Coefficient, Strouhal Number etc. Full Text: CiNii	1447-1448
Experimental Study on Wind Pressure and Displacement of Semi-Cylindrical Dome : Characteristics of Pressure and Displacement Influenced by Dome's Rigidity Full Text: CiNii	1449-1450
Wind Forces on Cylindrical Structures with Flat-Round and Spherical Roofs : Experimental Study of Wind Forces on Buildings (Part6) Full Text: CiNii	1451-1452
Experimental Study of Wind Pressure on Spherical Roofs Full Text: CiNii	1453-1454
On characteristics of the fluctuating pressure on a spherical dome Full Text: CiNii	1455-1456
Characteristics of Wind induced Fluctuating Pressure on Large Span Roof Full Text: CiNii	1457-1458
Experiment of wind pressures on rectangular roof in uniform flow Full Text: CiNii	1459-1460
Scale Effects on The Roof Surface Pressure of Building Models Full Text: CiNii	1461-1462
Wind tunnel study on self-excited oscillations of one-way type suspension roofs in a smooth flow Full Text: CiNii	1463-1464
The relations between wind-resistance characteristics and non-dimensional quantities for one-way type's hanging roofs : Part1 Critical reduced wind-velocities Full Text: CiNii	1465-1466
The relations between wind-resistance characteristics and non-dimensional quantities for one-way type's hanging roofs : Part2 Mean and RMS displacements at those velocities Full Text: CiNii	1467-1468
Ovalling Oscillations of Thin Circular Cylindrical Shells in Cross Flow : Part I On the Excitation Mechanism Full Text: CiNii	1469-1470
Ovalling Oscillations of Thin Circular Cylindrical Shells in Cross Flow : Part II Dynamic-Response Analysis with Consideration for Shell-Flow Interaction Full Text: CiNii	1471-1472
Experimental study on Aerodynamic Response of Tall Building : Part 2 Full Text: CiNii	1473-1474
Estimation of Wind-Induced Vibration of Box-like High Rise Building with Eccentricity Full Text: CiNii	1475-1476
Aerodynamic behavior of twin tall buildings in a boundary layer : Part 2 ; in case of increased turbulence Full Text: CiNii	1477-1478
Wind-induced response of control tower of airport : Part 1 Response due to strong wind Full Text: CiNii	1479-1480
Wind-induced response of control tower of airport : Part 2 Effect of Tuned Sloshing Damper Full Text: CiNii	1481-1482
Damper Using Liquid Sloshing Motion : Tuned Sloshing Damper Full Text: CiNii	1483-1484
裏表紙 Full Text: CiNii

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