Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures Architectural Institute of Japan 2010 (20100720)

 CiNii Books

表紙  Full Text: CiNii   
2010年度大会(北陸)学術講演梗概集(標題紙)  Full Text: CiNii   
目次  Full Text: CiNii    A1-A12
複写される方へ  Full Text: CiNii    A13
Reprographic Reproduction Outside Japan  Full Text: CiNii    A13
奥付  Full Text: CiNii    A13
20001 Relationship between earthquake load and COF under a specific reliability levels  Full Text: CiNii    1-2
20002 Investigation of Failure Probability of Frame Structure with Some Common Probability Distributions  Full Text: CiNii    3-4
20003 Reliability Analysis for Story Collapse Structures  Full Text: CiNii    5-6
20004 Probability distribution for seismic response on multi-mass system with probability-changing restoring force characteristics  Full Text: CiNii    7-8
20005 An Efficient Seismic Performance Evaluation Method using Three Dimensional Dynamic Elasto-plastic Analyses  Full Text: CiNii    9-10
20006 Impact of Spatial Correlation of Seismic Intensities on Performance Assessment of a Water Distribution System  Full Text: CiNii    11-12
20007 LRFD for SMRF based on Maximum Displacement : Part1 Serviceability Limit State Design  Full Text: CiNii    13-14
20008 Estimation of Maximum Displacement of Inelastic SDOF based on Probabilistic Seismic Hazard  Full Text: CiNii    15-16
20009 A Study on Evaluation Method of Long Term Structural Safety Considering Aging : Part 2:Seimic Reliability Assessment based on Shear Response  Full Text: CiNii    17-18
20010 A Stydy on Supporting Tools for Decision-Making on Seismic Upgrading of Wooden Houses Considering Alternatives  Full Text: CiNii    19-20
20011 Study on influential factor of decision-making on structural performance under uncertainty  Full Text: CiNii    21-22
20012 Fundamental Study on Appropriate Index for Seismic Risk Transfer Scheme  Full Text: CiNii    23-24
20013 A Study on Possibility of the Evaluation of Occurrence of Inland Earthquakes Based on the Strain Rate from GPS Data  Full Text: CiNii    25-26
20014 Reliability Updating of Existing Buildings based on Earthquake Experience  Full Text: CiNii    27-28
20015 Accuracy of Failure Probability Estimate based on Linear Approximation of Seismic Hazard Curve  Full Text: CiNii    29-30
20016 Study on A Communication for introducing a Collective Council System on structural safety  Full Text: CiNii    31-32
20017 Validation of SDOF model based on TM5-1300  Full Text: CiNii    33-34
20018 A Study on Destructive Behavior of RC Slabs by C4 and Gas Explosions  Full Text: CiNii    35-36
20019 Effects of Basin Amplification on Probabilistic Seismic Hazard Analysis  Full Text: CiNii    37-38
20020 Seismic hazard due to shallow inland earthquake occurring at location where active fault have not been specified  Full Text: CiNii    39-40
20021 Evaluation on the Seismic Response of the Equivalent Single-Degree-of-Freedom System Considering the Model Uncertainty  Full Text: CiNii    41-42
20022 Structural Design Method considering Floors not Identified as Rigid : Part. 1 Penalty for Eccentricity  Full Text: CiNii    43-44
20023 Structural Design Method considering Floors not Identified as Rigid : Part.2 Slab Stiffness  Full Text: CiNii    45-46
20024 A technique for calculating the center of stiffness and the eccentricity ratio of irregular frame building : Part 1) Development of the technique  Full Text: CiNii    47-48
20025 A Technique for calculating the center of stiffness and the eccentricity ratio of irregular frame building : Part2) Verification of accuracy  Full Text: CiNii    49-50
20026 Fundamental study on earthquake-proof design method considering trade-off relation between safety and restoration  Full Text: CiNii    51-52
20027 Study on Support to Structural Examination of Building Confirmation : Part 3:Evaluation of Shear Walls in Structural Calculation Program  Full Text: CiNii    53-54
20028 Safety Margin of Ultimate Lateral Strength of Buildings Based on Calculation Sheets : Part 1:Outline of Questionnaire Survey  Full Text: CiNii    55-56
20029 Safety Margin of Ultimate Lateral Strength of Buildings Based on Calculation Sheets : Part 2:Questionnaire Survey Results  Full Text: CiNii    57-58
20030 A Study of Recovery Curve to Contribute to BCP for Manufacturing Factories : Part 1 Idea and Formulation  Full Text: CiNii    59-60
20031 A Study of Recovery Curve to Contribute to BCP for Manufacturing Factories : Part 2 Case Study  Full Text: CiNii    61-62
20032 Research Project on Development of Performance Evaluation System for Structural Resiliency and/or Functional Continuity of Buildings after Disasters : Part.7 : Database for Damage and Repairable and Functional Evaluation of Building  Full Text: CiNii    63-64
20033 Research Project on Development of Performance Evaluation System for Structural Resiliency and/or Functional Continuity of Buildings after Disasters : Part.8:Repairable Evaluation of Building using Database  Full Text: CiNii    65-66
20034 Research Project on Development of Performance Evaluation System for Structural Resiliency and/or Functional Continuity of Buildings after Disasters : Part 9 Case Study of the Performance Evaluation Method Based on Data Base  Full Text: CiNii    67-68
20035 Research Project on Development of Performance Evaluation System for Structural Resiliency and/or Functional Continuity of Buildings after Disasters : Part 10:A Damage Scenario of Condominium to Explain Owners  Full Text: CiNii    69-70
20036 Full-scale Loading Test on a RC Building Focused on Reparability and Serviceability : Part 1 Outline of Structural Test  Full Text: CiNii    71-72
20037 Full-scale Loading Test on a RC Building Focused on Reparabilty and Serviceability : Part2 Measurement of Deformation and cracks in Beams and Columns  Full Text: CiNii    73-74
20038 Full-scale Loading Test on a RC Building Focused on Reparabilty and Serviceability : Part3 Failure Pattern and Damage on Beam and Columns  Full Text: CiNii    75-76
20039 Full-scale Loading Test on a RC Building Focused on Reparability and Serviceability : Part4 Failure Pattern and Damage on Beam and Columns with Tile Finishing  Full Text: CiNii    77-78
20040 Full-scale Loading Test on a RC Building Focused on Reparability and Serviceability : Part 5 Test Results of Crack Quantification using Image Processing  Full Text: CiNii    79-80
20041 Full scale Loading Test on a RC Building Focused on Reparability and Serviceability : Part6 Damage Evaluation by Applying Damage Evaluation Model of RC Members  Full Text: CiNii    81-82
20042 Full-scale Loading Test on a RC Building Focused on Reparability and Serviceability : Part 7:A Study on Damage and Damage Index of RC Building Frame  Full Text: CiNii    83-84
20043 Full-scale Loading Test on a RC Building Focused on Reparability and Serviceability : Part 8 Measurement Plan and Damage States for Reinforced Concrete Non-Structural Wall  Full Text: CiNii    85-86
20044 Full-scale Loading Test on a RC Building Focused on Reparability and Serviceability : Part 9 Characteristics of Partition Walls and Interior Doors  Full Text: CiNii    87-88
20045 Full-scale Loading Test on a RC Building Focused on Reparability and Serviceability : Part 10 Seismic Evaluation of Drainage, Distributing Piping-System and Equipments built-in Ceiling  Full Text: CiNii    89-90
20046 Development of a surface wind forecasting system for the prevention of disasters caused by local winds  Full Text: CiNii    91-92
20047 Diurnal variations of wind in the planetary boundary layer observed by a Doppler Lidar anemometer  Full Text: CiNii    93-94
20048 Wind and Earthquake Observation of Marunouchi-Building : Prat3 Study of wind-induced response affected by surrounding buildings  Full Text: CiNii    95-96
20049 A study on the standardization of wind characteristics in Tokyo  Full Text: CiNii    97-98
20050 Design wind velocity map considering effect of local topography  Full Text: CiNii    99-100
20051 Study on Boundary Conditions of Complex train for RANS turbulence Models  Full Text: CiNii    101-102
20052 Surface Wind Pressure on a Building using Measurement Procedures for a Rapid Change of Reference Static Pressure under Gusty Winds : Part 1 Outline of the Experiment  Full Text: CiNii    103-104
20053 Surface Wind Pressure on a Building using Measurement Procedures for a Rapid Change of Reference Static Pressure under Gusty Winds : Part 2 Experimental Results  Full Text: CiNii    105-106
20054 Influence of Non-Stationary Wind Direction Fluctuation on Wind Pressure at Square Prism in Wind Tunnel with Multiple Fans : Part 3 Wind Pressure on Square Prism and Cylinder in Optimized Stream  Full Text: CiNii    107-108
20055 Wind Pressure Distribution around Cube in Moving Tornado-like Vortices using LES  Full Text: CiNii    109-110
20056 A Study on Development of Engineering Model for Tornado-induced Force on Roof  Full Text: CiNii    111-112
20057 Aerodynamic Definition of Gusty Wind Based on its Rise Time  Full Text: CiNii    113-114
20058 Statistical Analysis for Tornado Risk Assessment in Japan  Full Text: CiNii    115-116
20059 Some Effects of Lateral Components of Gusty Wind on Flying Features of Spherical Debris under Strong Wind : Part 1 Simulation of Fluctuating Wind Field Including Vertical Lateral Component  Full Text: CiNii    117-118
20060 Some Effects of Lateral Components of Gusty Wind on Flying Feature of Spherical Debris under Strong Wind : Part2 Flying Features of Spherical Debris  Full Text: CiNii    119-120
20061 Wind tunnel experiment for wind-borne debris from buildings  Full Text: CiNii    121-122
20062 Impact resistant test against windborne debris for glass : Part 1. Float glasses, tempered glasses and wired glasses  Full Text: CiNii    123-124
20063 Impact resistant test against windborne debris for glass : Part 2. Laminated glasses  Full Text: CiNii    125-126
20064 Impact resistant test against windborne debris for glass : Part 3. Film attached glass  Full Text: CiNii    127-128
20065 Influence of Non-stationary Wind Force on Building Response  Full Text: CiNii    129-130
20066 Complex POD Analysis for Fluctuating Wind Pressure Field Acting on the Surface of Oscillating 3D Square Prism in Air Flow : Part1 Examination in the Square Section  Full Text: CiNii    131-132
20067 Complex POD Analysis for Fluctuating Wind Pressure Field Acting on the Surface of Oscillating 3D Square Prism in Air Flow : Part2 Examination in Height's Direction  Full Text: CiNii    133-134
20068 Wind load on a canopy at base of a tall building  Full Text: CiNii    135-136
20069 LES for aerodynamic characteristics on a tall building under the influence of surrounding buildings  Full Text: CiNii    137-138
20070 Characteristics of Modal Wind Forces of Base-isolated High-rise Buildings  Full Text: CiNii    139-140
20071 Study on Prediction of Wind Pressure on Super High-rise Building by CFD : (Part 1) Prediction Accuracy of Wind Pressure on Setback-shaped Building  Full Text: CiNii    141-142
20072 Study on Wind Force Characteristics for Super High-rise Building with New Shape : (Part 3) Wind Response Characteristics for Helical-Shaped Building  Full Text: CiNii    143-144
20073 Effect of Soil-Structure Interaction to Wind-induced Responses of Tall Buildings  Full Text: CiNii    145-146
20074 Wind resistant performance of RC tower structure : Part 1 Investigation of aerodynamic characteristics by wind tunnel test  Full Text: CiNii    147-148
20075 Wind resistant performance of RC tower structure : Part2 A Verification of Structural Control by Observation Records with typhoon  Full Text: CiNii    149-150
20076 Wind pressures on house roofs : Part 1:Peak pressure coefficients for hipped roofs  Full Text: CiNii    151-152
20077 Wind pressures on house roofs : Part 2:Peak pressure coefficients for roof eaves  Full Text: CiNii    153-154
20078 Evaluation of Wind Pressure Using LES with Unstructured Mesh System  Full Text: CiNii    155-156
20079 Large eddy simulation of wind pressure for high-rise building in the urban area  Full Text: CiNii    157-158
20080 Design wind loads for wall cladding on lower portion of a high-rise building  Full Text: CiNii    159-160
20081 Characteristics of peak wind pressure distributions on buildings featuring a setback  Full Text: CiNii    161-162
20082 Design wind pressure coefficients for soffits and walls in corner pilotis of a high-rise building  Full Text: CiNii    163-164
20083 Wind loads of solar panels on a gable roof : Part1. Experimental overview and mean wind pressure  Full Text: CiNii    165-166
20084 Wind loads of solar panels on a gable roof : Part2. Peak wind force coefficient  Full Text: CiNii    167-168
20085 Study on Wind Load that Acting on Solar Panels  Full Text: CiNii    169-170
20086 Wind force coefficients acting on photovoltaic arrays which are located on the flat roof of the high-rise building : Investigation for arrays on the entire roof surface  Full Text: CiNii    171-172
20087 Characteristics of Wind Force Acting on Photovoltaic Array on the Ground : Pert1. Study on a single Photovoltaic Array  Full Text: CiNii    173-174
20088 Characteristics of Wind Force Acting on Photovoltaic Array on the Ground : Pert2. Study on a group of multiple Photovoltaic Arrays  Full Text: CiNii    175-176
20089 Three dimensional structure of wake behind a square prism : Part3:Mean flow measured by 3D PIV system  Full Text: CiNii    177-178
20090 Three dimensional structure of wake behind a square prism : Part4:Unsteady flow measured by 3D PIV system  Full Text: CiNii    179-180
20091 Wind force on a histrical wooden gate  Full Text: CiNii    181-182
20092 Unsteady Aerodynamic Forces on Large-span Curved Roof  Full Text: CiNii    183-184
20093 Wind force coefficients for designing porous free-roofs  Full Text: CiNii    185-186
20094 External wind pressure coefficients for designing the cladding components of pipe-framed greenhouses  Full Text: CiNii    187-188
20095 Buckling behavior of thin cylindrical shell with open top  Full Text: CiNii    189-190
20096 Energy Input of Local Wind Forces for High-rise Building based on Wind Tunnel Test : Part 1. Energy Input of Modal Wind Force considering Vertical Spatial Correlation Model  Full Text: CiNii    191-192
20097 Energy Input of Local Wind Forces for High-rise Building based on Wind Tunnel Test : Part.2 Local Wind Force Characteristics of Rectangular High-rise Buildings  Full Text: CiNii    193-194
20098 Energy Input of Local Wind Forces for High-rise Building based on Wind Tunnel Test : Part 3. Influence on Energy Input by Vibration Mode Shape  Full Text: CiNii    195-196
20099 Application of LES to the estimation of wind responses of high-rise buildings  Full Text: CiNii    197-198
20100 Across-wind Vibration of Discontinuous Square-sectioned Prisms  Full Text: CiNii    199-200
20101 Structural damping on wind response of a high-rise building equipped with sloshing dampers  Full Text: CiNii    201-202
20102 Dynamic Properties and Performance of the Reinforced Member of a Transmission Tower under Strong Winds : Part1 -Dynamic Properties of Single Tower Body-  Full Text: CiNii    203-204
20103 Dynamic Properties and Performance of the Reinforced Member of a Transmission Tower under Strong Winds : Part2 -Wind Response of Tower-Cable Coupling System-  Full Text: CiNii    205-206
20104 Wind force acting on a tower-supported steel stack in vortex-induced vibration  Full Text: CiNii    207-208
20105 Wind Force and Wind Response Characteristics of Equal Angle Iron : Part 1 Characteristics of Local Wind Forces  Full Text: CiNii    209-210
20106 Wind Force and Wind Response Characteristics of Equal Angle Iron : Part 2 Characteristics of Modal Wind Force and Wind Response  Full Text: CiNii    211-212
20107 Wind Force and Wind Response Characteristics of Equal Angle Iron : Part 3 Response Analysis of Galloping  Full Text: CiNii    213-214
20108 Snowdrift control studies on Antarctica buildings planned at Syowa Station  Full Text: CiNii    215-216
20109 Experimental Study on Snow Accretion for Structures : Relationship between snow accretion characteristics and surface roughness on structural members  Full Text: CiNii    217-218
20110 Characteristic of roof snow in a group of buildings  Full Text: CiNii    219-220
20111 Research on Height of Snow Stop Rib in Sloped Roof  Full Text: CiNii    221-222
20112 Estimation of the unbalanced snow accumulations based on the wind pressure coefficients for the three kinds of dome roof  Full Text: CiNii    223-224
20113 Study on Actual Condition and Countermeasures of Snow Disaster in Heavy Snowfall Area  Full Text: CiNii    225-226
20114 Roof snow problems of detached houses built in Sapporo area  Full Text: CiNii    227-228
20115 Temperature transition of attic space in detached housing during winter in snow-covered regions  Full Text: CiNii    229-230
20116 Risk Assessment on Snow Removal of Roofs Based on Injury Rate during a Heavy Snow Disaster in 2006  Full Text: CiNii    231-232
20117 Simple Method to Predict Temperature Climatic Actions : Part 9 A Study on the Temperature of Basement RC Structure (1-dimensional steady states heat transfer analysis)  Full Text: CiNii    233-234
20118 A study of thermal elongation of a very-long-span base-isolated structure Filed measurement and simple analysis for interpretation of observed phenomena  Full Text: CiNii    235-236
20119 Experimental Study of the Structure Performance of the Torsion Pillar made from Sheet Steel Materials : Part1 The basic characteristic of the torsion pillar  Full Text: CiNii    237-238
20120 Experimental Study of the Structure Performance of the Torsion Pillar made from Sheet Steel Materials : Part 2 An Application to the Building of the Torsion Pillar  Full Text: CiNii    239-240
20121 Accountability to User for Live Load using Visualization : Part 3 Furniture Weight Image Focusing on Visual Recognition by Brightness  Full Text: CiNii    241-242
20122 Accountability to User for Live Load using Visualization : Part4 Classification of Visual Recognition by Individual Type and the Possibility of an Explanatory  Full Text: CiNii    243-244
20123 Accountability to User for Live Load using Visualization : Part5 A Proposal of Support Tool of Residence for Public Enlightenment  Full Text: CiNii    245-246
20124 Impact Response Analysis Method for RC Slab by Simple Single Mass Model  Full Text: CiNii    247-248
20125 On Hybrid Stress Pile Element with Adaptive Functions  Full Text: CiNii    249-250
20126 Analysis of Finite Deformed Interactive Fields between Elastic Container and Potential Fluid with Free Surface  Full Text: CiNii    251-252
20127 On the local variation of stress distribution by two-dimensional rod theory  Full Text: CiNii    253-254
20128 An Extended Equivalent Concrete Strength for Half PCa Beams with Different Concrete Strength for the Precast and the Cast-inPlace Portions under Antisymmetric Bending Load  Full Text: CiNii    255-256
20129 Analytical research of rope vibration with movable boundary  Full Text: CiNii    257-258
20130 Time History Response Analysis with Arbitrary Modal Damping for Local Mode : Part-1 Formulation of Damping Matrix  Full Text: CiNii    259-260
20131 Time History Response Analysis with Arbitrary Modal Damping for Local Mode : Part-2 Adaptability to Soil-Structure Integrated Model  Full Text: CiNii    261-262
20132 Dynamic reduction method for plane stress element  Full Text: CiNii    263-264
20133 Study on initial conditions of system identification using variable parametric projection filtering algorithm  Full Text: CiNii    265-266
20134 Structural Identification of Existing Building Using Variable Pendulum Sensor : Experimental Verification Using 2-DOF Shear Model  Full Text: CiNii    267-268
20135 Shape Identification of Elastic Cantilever Beam by Filtering Algorithms : Part1 Case of variable parametric projection filter as filter gain  Full Text: CiNii    269-270
20136 Shape Identification of Elastic Cantilever Beam by Filtering Algorithms : Part2 Case of parametric projection filter as filter gain  Full Text: CiNii    271-272
20137 Elastic analyses of "planing off the corners" with the mechanical effects  Full Text: CiNii    273-274
20138 Analysis of Energy Release Rate for Three-point Bending Fracture Toughness Test  Full Text: CiNii    275-276
20139 Trial Design and Preliminary Loading Test of a Full Glass Bridge  Full Text: CiNii    277-278
20140 Truss Element for Closed Section Steel Member Involving Overall and Local Buckling Behavior : Part1 Truss Element for Square Steel Tube Member  Full Text: CiNii    279-280
20141 Truss Element for Closed Section Steel Member Involving Overall and Local Buckling Behavior : Part2 Truss Element for Circular Steel Tube Member  Full Text: CiNii    281-282
20142 A Study on Position of Intermediate Rotate Spring of A Member Model for Buckling Analysis  Full Text: CiNii    283-284
20143 Investigation on Fire-Induced Collapse Initiation Times of High-Rise Buildings with Outrigger Truss Systems  Full Text: CiNii    285-286
20144 Specification of Key Elements for Blast Demolition Planning  Full Text: CiNii    287-288
20145 A study on structural redundancy and potential strength of ductile framed structures : Part 4, Resistant mechanism and ultimate behavior considering catenary effects after failure mechanism formation  Full Text: CiNii    289-290
20146 Comparison between Virtual Shaking-Table Test of Super-Highrise Steel Frame Using E-Simulator and Beam Element Analysis  Full Text: CiNii    291-292
20147 Hysteretic behavior analysis of the occurrence of strain nonuniformity in thin-walled cylinders subjected to constant compressive axial loading and cyclic torsion  Full Text: CiNii    293-294
20148 Fundamental study on nonlinear behaior  Full Text: CiNii    295-296
20149 Elastoplastic analysis of steel frame with concrete slab and exposed-type column base  Full Text: CiNii    297-298
20150 Investigation on the Accuracy of Elasto-plastic FE Analysis for the Steel Square Pipe Column Structures with Local Buckling  Full Text: CiNii    299-300
20151 Elastoplastic buckling analysis of angle columns subjected to eccentric axial load  Full Text: CiNii    301-302
20152 Elastoplastic buckling analysis of angle member with gusset plate  Full Text: CiNii    303-304
20153 Seismic response analysis of a steel frame considering the vertical motion  Full Text: CiNii    305-306
20154 Influence of Variation of Axial Force on Elasto-Plastic Behavior of the Steel Column under Repeated Bi-Axial Bending  Full Text: CiNii    307-308
20155 Analytical Study on Aseismic Performance of RC Columns with 5N/mm^2 Class Low-strength Concrete  Full Text: CiNii    309-310
20156 Analytical Study on Tension and Shear Behaviors of Post-Installed Adhesive Anchor : Part 1 Outline of FEM and Tension Behavior of a Post-Installed Adhesive Anchor with Edge  Full Text: CiNii    311-312
20157 Analytical Study on Tension and Shear Behaviors of Post-Installed Adhesive Anchor : Part 2 Tension Behavior of Two Post-Installed Adhesive Anchor and Shear Behavior of a Post-Installed Adhesive Anchor with Edge  Full Text: CiNii    313-314
20158 The Suggestion of Numerical Method on Contact-Separate Problem for Masonry Arch  Full Text: CiNii    315-316
20159 Dynamic behavior of elastic panels considering uplift-behavior of supporting point : Focused on seismic response analysis of facets panel in Tiffany-Ginza-building  Full Text: CiNii    317-318
20160 Study on Enlightenment of Indoor Safety against Strong Motion Caused by Long Period Vibration  Full Text: CiNii    319-320
20161 A Study on the Shape Analysis by the stress method based on Moore-Penrose Generalized Inverse : Part1. Fundamental Equations  Full Text: CiNii    321-322
20162 A Study on the Shape Analysis by the stress method based on Moore-Penrose Generalized Inverse : Part2. Unstable Rigid Truss Structures  Full Text: CiNii    323-324
20163 A Study on the Shape Analysis by the stress method based on Moore-Penrose Generalized Inverse : Part3. Structural Cable Neworks of cable boundary type  Full Text: CiNii    325-326
20164 Complex Eigenvalue Analysis by Subspace Iteration Method  Full Text: CiNii    327-328
20165 A Consistent Beam Element Formulation Considering Shear Lag Effect  Full Text: CiNii    329-330
20166 The Stiffness Equation of the Beam Element which Includes Semi-Rigid Connection on the Arbitrary Positions  Full Text: CiNii    331-332
20167 Triangular Plate Finite Element with Constant Curvature Conformable Displacement Field  Full Text: CiNii    333-334
20168 Triangular Shell Finite Element with Constant Curvature Conformable Displacement Field  Full Text: CiNii    335-336
20169 Finite Element Analysis of Wooden Behavior of Compressive Strain Inclined to the Grain : (Part-3) Formulation in Elasto-Plastic Region  Full Text: CiNii    337-338
20170 Finite Element Analysis of Wooden Behavior of Compressive Strain Inclined to the Grain : (Part-4) Formulation in Elasto-Plastic Region(Further Report)  Full Text: CiNii    339-340
20171 Basic Study of Large-scale Parallel Analysis for Structural Member by Open-source CAE system : Part1:Summary of Open CAE "DEXCS" and Portable GRID "FLUSH"  Full Text: CiNii    341-342
20172 Basic Study of Large-scale Parallel Analysis for Structural Member by Open-source CAE system : Part2:Examination about the effect of elastic buckling  Full Text: CiNii    343-344
20173 Basic Study of Large-scale Parallel Analysis for Structural Member by Open-source CAE system : Part3:Examination about the effect of elasto-plastic buckling  Full Text: CiNii    345-346
20174 Effectiveness of Distributed-Memory Parallel Computing for Dynamic Soil-Structure Analysis  Full Text: CiNii    347-348
20175 Structural Design and Construction of Globe Structure : Part1:Structural Design of Globe Structure  Full Text: CiNii    349-350
20176 Structural Design and Construction of Globe Structure : Part2:Construction and Measurement on actual stress of Globe Structure  Full Text: CiNii    351-352
20177 Life Cycle Design for Building Structures Considering Seismic Hazard Part 3  Full Text: CiNii    353-354
20178 Life Cycle Design for Building Structures based on Genetic Algorithm : Part 6:Considering Multiple Relationship of Repair Terms  Full Text: CiNii    355-356
20179 Annual Maximum Wind Simulation Based on Moment Parameters of Parent Distributions  Full Text: CiNii    357-358
20180 Reliability analysis of reinforced concrete beam under corrosive environment  Full Text: CiNii    359-360
20181 Comparative Study of Equivalent Linear Models of Building to Assess Occurrence of Damage Considering Arrival Probability of Seismic Waves  Full Text: CiNii    361-362
20182 Probabilistic Evaluation of Retrofitting Priority of Houses from Viewpoint of Evacuation Safety Based on Agent Simulation  Full Text: CiNii    363-364
20183 Optimum Response Control Design of SDOF System with Tuned Viscous Mass Damper Subjected to Earthquakes  Full Text: CiNii    365-366
20184 Optimal Viscoelastic Damper Placement for Structures Subjected to Variable Critical Excitation  Full Text: CiNii    367-368
20185 H^∞ Optimization in Damper Placement for Interstory-drift and Acceleration Control of Building Structures  Full Text: CiNii    369-370
20186 Reduced load and structural models of buildings with viscous dampers under earthquake loading  Full Text: CiNii    371-372
20187 Optimal Placement of Nonlinear Dampers in High-rise Buildings by Using Reduced Load and Structure Models  Full Text: CiNii    373-374
20188 Fundament Research on the Suitable Allocation for the Vibration Control Dampers  Full Text: CiNii    375-376
20189 Practical Truss Optimization using Genetic Algorithm  Full Text: CiNii    377-378
20190 Structural Optimization of Truss Structure Considering Variety of Elements  Full Text: CiNii    379-380
20191 Robust Optimization of Truss Structures under Uncertain Loading Conditions  Full Text: CiNii    381-382
20192 Study of Computational Morphogenesis of Truss Structures by Cell Characteristics : Part.1 Results of Computational Morphogenesis by Cell Growth and Cell Division  Full Text: CiNii    383-384
20193 Study of Computational Morphogenesis of Truss Structures by Cell Characteristics : Part.2 Results of Computational Morphogenesis by Cell Growth and Cell Death  Full Text: CiNii    385-386
20194 Maximizing Stiffness Problem of Tensegrity Structures subjected to Quadratic Form on Self-Equilibrium Stresses  Full Text: CiNii    387-388
20195 Development of Optimal Section Proposing System for Aluminium Extrusion Members through Global-Local Optimization Technique  Full Text: CiNii    389-390
20196 Study on supporting system for regeneration of existing school buildings : part1:Proposal of basic model of school buildings renovation  Full Text: CiNii    391-392
20197 Study on supporting system for regeneration of existing school buildings : Part2 Investigation of using damping control device  Full Text: CiNii    393-394
20198 Shape Forming of Axial-Force-Resistant Structures by Proportional Modification to Bending Moment Diagram  Full Text: CiNii    395-396
20199 Calculation Formula of Maximum Bending Moment and Deflection for Fixed End Triangle Slab  Full Text: CiNii    397-398
20200 Simultaneous Optimization of Structural and Control System of a Single-Degree-of-Freedom Building Model Based on a Design Response Spectrum  Full Text: CiNii    399-400
20201 Optimal Design of Steel Structures by using Genetic Algorithm : Part7. Optimal Design for Frame with Braces with Eccentricity Considering Load-Carring Capacity  Full Text: CiNii    401-402
20202 Optimal Design of Steel Structures by using Genetic Algorithm : Part8. Consideration of direction of H-section Steel  Full Text: CiNii    403-404
20203 Structural Form Finding for Building Facade Composed of Braced Members : Part 2. 3D Modeling for Analysis  Full Text: CiNii    405-406
20204 A Study on The Applicability of The Minimum Cost Design for GA of Steel Frames for The Practical Design  Full Text: CiNii    407-408
20205 Discrete sizing optimization of truss structures using hybrid GA with a randomized line search technique  Full Text: CiNii    409-410
20206 Optimized locations of pile foundations by using Genetic Algorithm  Full Text: CiNii    411-412
20207 A Feasibility Study on Oscillation of A Retrofitted Wooden Detached House Adjacent to Railroad Track  Full Text: CiNii    413-414
20208 Effects of Pile Rigidity on Earthquake Behavior of Base-Isolated Structure During Soil Liquefaction  Full Text: CiNii    415-416
20209 Development of Substructure Pseudo Dynamic Testing System for Simulating Earthquake Behavior of Buildings and Liquefied Ground : Part1:System Outline and Verification Experiment  Full Text: CiNii    417-418
20210 Development of Substructure Pseudo Dynamic Testing System for Simulating Earthquake Behavior of Buildings and Liquefied Ground : Part2:Simulation of Liquefied Ground  Full Text: CiNii    419-420
20211 Development of Substructure Pseudo Dynamic Testing System for Simulating Earthquake Behavior of Buildings and Liquefied Ground : Part3:Simulation of Liquefied Ground and a Building  Full Text: CiNii    421-422
20212 Seismic Design of Buildings Bearing on Improved Soil : (Part 1) Soil Stiffness of the Foundation on Soft Site Strengthened by Deep Cement Mixing Method  Full Text: CiNii    423-424
20213 Seismic Design of Buildings Bearing on Improved Soil : (Part 2) Acceleration Amplitude of Soft Site Strengthened by Deep Cement Mixing Method  Full Text: CiNii    425-426
20214 A Study on the Response Analysis for the Design Seismic Load of the Pile Foundation (Part 5)  Full Text: CiNii    427-428
20215 A Study on the Response Analysis for the Design Seismic Load of the Pile Foundation (Part 6)  Full Text: CiNii    429-430
20216 Factors influencing soil-pile-structure interaction through large shaking table tests  Full Text: CiNii    431-432
20217 Evaluation of the seismic earth pressure acting on embedded footing in consideration of influence of lower layers  Full Text: CiNii    433-434
20218 Comparison between Dcy and PL index for evaluating degree of liquefaction  Full Text: CiNii    435-436
20219 Effects of degradation of soil due to cyclic strain on pile stresses during liquefaction  Full Text: CiNii    437-438
20220 Seismic behavior of pore water pressure in saturated sand just under shallow foundation  Full Text: CiNii    439-440
20221 Study on Evaluation of Level of Damage Based on Energy Balance in Liquefied Sandy Ground : Experimental Investigation of Bulk Strain  Full Text: CiNii    441-442
20222 Development of Soil Improvement Method Using Foam Urethane  Full Text: CiNii    443-444
20223 Pull out characteristic of tire recycling material and geogrid  Full Text: CiNii    445-446
20224 Behavior of soil-bags under multiple cyclic shear  Full Text: CiNii    447-448
20225 Vibration Characteristic in Real Scale Block Retaining Wall Shaking Table Test  Full Text: CiNii    449-450
20226 Prediction on space distribution of soft soils using RVM  Full Text: CiNii    451-452
20227 Soil Improvement Work used for Earthquake-proof Reinforcement : Part1.Construction Example in Food Factory  Full Text: CiNii    453-454
20228 Soil Improvement Work used for Earthquake-proof Reinforcement : Part2.The Quality of Soil Improvement by Jet Grouting  Full Text: CiNii    455-456
20229 Research facilities on the improved ground with Hardening Piles : Part 3:Outline of Measurments  Full Text: CiNii    457-458
20230 Research facilities on the improved ground with Hardening Piles : Part 4:Result of Measurements  Full Text: CiNii    459-460
20231 Soil-cement Columns reinforced by Wood Column used for Small Buildings : part1:Summary of Method and Strength of Column  Full Text: CiNii    461-462
20232 Soil-cement Columns reinforced by Wood Column used for Small Buildings : Part2:Vertical Bearing Capacity  Full Text: CiNii    463-464
20233 A Large Scale Storehouse supported Raft Foundation on Reclaimed Ground Improved Shallow Soil  Full Text: CiNii    465-466
20234 Shear wave velocity of cement-treated soil : effect of fines content and dry density  Full Text: CiNii    467-468
20235 Deformation and Strength Characteristics of Cement-Treated Sands : Part 15. Undrained Shear Strength and Failure Criterion  Full Text: CiNii    469-470
20236 Strength Characteristics of Lean-Mixed Soil-Cement : Part 1:Relationships with Grain Size Distribution and Wet Density  Full Text: CiNii    471-472
20237 Development of Foundation Material Using Crushed Concrete and Cement Bentonite Slurry : Part 5:Quality Checking by Electrical Resistivity Measurement of Mixed Composite  Full Text: CiNii    473-474
20238 Study on quality evaluation of the deep mixing method using the electric resistivity method  Full Text: CiNii    475-476
20239 Examination of Poisson's Ratio by Elastic Wave Velocity  Full Text: CiNii    477-478
20240 Relationships soil exploration and piling construction(Part3)  Full Text: CiNii    479-480
20241 Soil classification using SDS method and the practical example  Full Text: CiNii    481-482
20242 Soil classification using SDS method and the practical example  Full Text: CiNii    483-484
20243 Soil classification using SDS method and the practical example  Full Text: CiNii    485-486
20244 Soil classification using SDS method and the practical example  Full Text: CiNii    487-488
20245 Influence of sampling methods on the difference of sample disturbance : Part1. Outline  Full Text: CiNii    489-490
20246 Influence of sampling methods on the difference of sample disturbance : Part2. Results of the Test  Full Text: CiNii    491-492
20247 Geotechnical parameters of Pleistocene clayey soil sampled from Kanto area  Full Text: CiNii    493-494
20248 Relationship between the coefficient of earth pressure at rest(K_0) and fines content for improved ground by densification method  Full Text: CiNii    495-496
20249 Study on Strength Property of Diluvial Sand in Tokyo Metropolitan Area  Full Text: CiNii    497-498
20250 Cyclic Behavior of Earth Pressure -Displacement Relationships Acting on Earth Retaining Wall : Part.2 Constitutive Equation for behavior Sands under Monotnic Loading  Full Text: CiNii    499-500
20251 Study on High Strength Soil Cement using Special Fluidizing Agent : Part.1:Dispersing Mechanism using Special Fluidizing Agent  Full Text: CiNii    501-502
20252 Study on High Strength Soil Cement using Special Fluidizing Agent : Part2:Evaluation of Fluidizing Agent  Full Text: CiNii    503-504
20253 Reducing Method of Cement Slurry Injection Volume using Fluidizing Agent in Soil Cement Wall Construction : Part11 Investigation at Field Construction of Mixing Efficiency on Improved Mixing Wing Shape  Full Text: CiNii    505-506
20254 Study on using soil cement walls as permanent piles : Part 3:Results of in-situ pull-out tests  Full Text: CiNii    507-508
20255 Study of Friction-cut between Soilcement and Steel  Full Text: CiNii    509-510
20256 An Experimental Study on Earth Pressure after Soil Improvement at the Back of the L-Type Retaining Wall : The relation between the range of soil improvement and the place of loading  Full Text: CiNii    511-512
20257 Evaluation of Influence by Excavation : -Part1- Forced Displacement Method by FEM  Full Text: CiNii    513-514
20258 Evaluation of Influence by Excavation : -Part2- Step Analysis  Full Text: CiNii    515-516
20259 Evaluation of Earth Retaining Wall in Soft Cohesive Ground by Linear Elastic FEM Analysis : Part1. Outline of FEM Analysis and Analysis Results  Full Text: CiNii    517-518
20260 Evaluation of Earth Retaining Wall in Soft Cohesive Ground by Linear Elastic FEM Analysis : Part 2. Effect of Modelling Sphere  Full Text: CiNii    519-520
20261 Note and Introduction of Construction Work that using existing Underground Structure as Earth-retaining System  Full Text: CiNii    521-522
20262 Example of Construction Work that using existing Underground Structure as Earth-retaining System : (Part 1) Construction Case of Newly-built Underground Structure by Combining a Number of Underground Structures  Full Text: CiNii    523-524
20263 Example of Construction Work that using existing Underground Structure as Earth-retaining System : (Part2) Construction Case of Resemblance Retaining Wall using existing Underground Structure  Full Text: CiNii    525-526
20264 A report of underground construction with existing structure and earth retaining : Part1:Outline  Full Text: CiNii    527-528
20265 A report of underground construction by existing structure and earth retaining : Part2:Measurement  Full Text: CiNii    529-530
20266 Estimated CO2 emissions During construction of earth retaining structure : Part1:Conditions for calculating CO2 emissions  Full Text: CiNii    531-532
20267 Estimated CO2 emissions During construction of earth retaining structure : Part2:Results of focusing Soil properties and allowable displacement  Full Text: CiNii    533-534
20268 Estimated CO2 emissions During construction of earth retaining structure : Part3:Results of focusing leave and pulling out the earth retaining wall of Steel  Full Text: CiNii    535-536
20269 Evaluation of drawdown in surrounding ground considering a cutoff wall  Full Text: CiNii    537-538
20270 An Experimental Study on Earth Pressure of Cantilever Retaining Wall with H Shape Steel after Soil Improvement at the Part of Penetration : The penetration depth in the case of 1.5 times of the retaining wall height  Full Text: CiNii    539-540
20271 Pull-out Test of Permanent Ground Anchor Having a Large Diameter  Full Text: CiNii    541-542
20272 Three-Dimensional Simulation Analysis of Soil-Pile-Structure Interaction based on Large Shaking Table Tests Using E-Defense Facility  Full Text: CiNii    543-544
20273 Lateral resistance of pile foundation during soil liquefaction estimated by centrifuge and blind tests : Part4 Estimation with seismic deformation method considering fixation degree of pile head  Full Text: CiNii    545-546
20274 Studies on the pile foundation arranged short piles to bear the lateral load (Part1) : Outline of the structural model and the effect of pile group  Full Text: CiNii    547-548
20275 Studies on the pile foundation arranged short piles to bear the lateral load (Part2) : Evaluation of the effect of pile group  Full Text: CiNii    549-550
20276 Studies on the pile foundation arranged short piles to bear the lateral load (Part3) : Design of the steel pipe pile foundations  Full Text: CiNii    551-552
20277 A Study on Additional Piles System for Seismic Reinforcement of Pile Foundations : Part 1 Horizontal Resistance of Inclined Piles with Helical Screw  Full Text: CiNii    553-554
20278 A Study on Additional Piles System for Seismic Reinforcement of Pile Foundations : Part 2 Results of the Lateral Loading Test on Inclined Piles  Full Text: CiNii    555-556
20279 Shaking Table Test on Seismic Reinforcement Effect of Pile Foundations for Additional Pile System : Part1 Influence to Response of Superstructure  Full Text: CiNii    557-558
20280 Shaking Table Test on Seismic Reinforcement effect of Pile Foundations for Additional Pile System : Part 2 Reinforcement effects on Seismic Performance of Existing Piles  Full Text: CiNii    559-560
20281 Shaking Table Test on Seismic Reinforcement effect of Pile Foundations for Additional Pile System : Part 3: Simulation analyses  Full Text: CiNii    561-562
20282 Coefficient of horizontal subgrade reaction of single piles based on horizontal loading tests in the past : Part1. Literature review and modeling of subgrade reaction-displacement relationship  Full Text: CiNii    563-564
20283 Coefficient of horizontal subgrade reaction of single piles based on horizontal loading tests in the past : Part2. Initial stiffness and maximum subgrade reaction of hyperbolic model  Full Text: CiNii    565-566
20284 Examination of pile foundation damage by estimated period of buildings and soils and stiffness of pile-soil systems consider supported load : Part 1:Damage Classification and stiffness of pile-soil systems  Full Text: CiNii    567-568
20285 Examination of pile foundation damage by estimated period of buildings and soils and stiffness of pile-soil systems consider supported load : Part 2: Relation of Supported load of buildings and Stiffness of pile-soil systems  Full Text: CiNii    569-570
20286 Simple method to calculate the rotational stiffness and the maximum bending moment at the pile head joint of the pile rebar unconnected to the footing  Full Text: CiNii    571-572
20287 Study on Semi-rigid Pile Head Connection for Cast-in-place Concrete Pile : (Part13)Bending Properties of Pile Head Connection whose Concrete Strength is Equivalent to the Pile  Full Text: CiNii    573-574
20288 Study on Structural Performance of Semi-Rigid Pile Head Joint under High Axial Load : Part1. Outline of Tests  Full Text: CiNii    575-576
20289 Study on Structural Performance of Semi-Rigid Pile Head Joint under High Axial Load : Part2. Test Results of Series 1  Full Text: CiNii    577-578
20290 Study on Structural Performance of Semi-Rigid Pile Head Joint under High Axial Load : Part3. Evaluation of Strength of Pile Cap  Full Text: CiNii    579-580
20291 Lateral load carrying capacity of steel pile to R/C pile cap joint by simple technique : Prat1 Test program  Full Text: CiNii    581-582
20292 Lateral load carrying capacity of steel pile to R/C pile cap joint by simple technique : Part2 Test results  Full Text: CiNii    583-584
20293 Flexural Behavior of Belled Piles with High-Strength Longitudinal Reinforcement : Part.1 Outline of Experimental Tests and Shear vs. Deflection Relationship  Full Text: CiNii    585-586
20294 Flexural Behavior of Belled Piles with High-Strength Longitudinal Reinforcement : Part.2 Discussion  Full Text: CiNii    587-588
20295 Evaluation of ultimate bearing capacity of cast-in place piles based on SPT N-value  Full Text: CiNii    589-590
20296 A Study on Settlement of Rectangular Piles  Full Text: CiNii    591-592
20297 Response analysis of foundation with TLM and 3-D FEM : Analytical method to evaluate soil stress  Full Text: CiNii    593-594
20298 Model Tests on Enlarged Base of Pre-boring and Grouting Method with Nodular Pile : Part6. Load-Settlement Curve and Fracture Mode of Enlarged Base  Full Text: CiNii    595-596
20299 Model Tests on Enlarged Base of Pre-boring and Grouting Method with Nodular Pile : Part7. Influence of Enlarged Base Diameter upon Bearing Capacity  Full Text: CiNii    597-598
20300 Exprerimental Study on the Bearing Capacity of Pile-tip Protection  Full Text: CiNii    599-600
20301 Basic Model Test of Bearing Capacity of Screwed Steel Pile  Full Text: CiNii    601-602
20302 Study on Bearing Capacity Factors of Screwed Steel Pile with Large Toe Circular Wing Plate  Full Text: CiNii    603-604
20303 Convenient Procedure of Yeild Load of Screwed Steel Pile with Large Toe Circular Wing Plate  Full Text: CiNii    605-606
20304 Research of pile ground reinforcement industrial method with small caliber steel pipe : Small caliber steel pile that used screw of iron casting  Full Text: CiNii    607-608
20305 The Effect of Wing Interval of Steel Pipe Piles with Wings on the Vertical Bearing Capacity of Soil Cement Column  Full Text: CiNii    609-610
20306 Constitutive equation of cement treated clay and its numerical simulation of bored pile with enlarged bulb  Full Text: CiNii    611-612
20307 Static Axial Compressive Load and Tensile Load Tests of Single Cast-in-place Concrete Nodular Pile : -Part 1- Outline of Test and Construction of Test Pile  Full Text: CiNii    613-614
20308 Static Axial Compressive and Tensile Load Tests of Single Cast-in-place Nodular Concrete Pile : -Part2- Results of Static Axial Compressive Load Test  Full Text: CiNii    615-616
20309 Static Axial Compressive and Tensile Load Test of Single Cast-in-place Nodular Concrete Pile : -Part3- Results of Static Axial Tensile Load Test  Full Text: CiNii    617-618
20310 Static Axial Compressive and Tensile Load Tests of Single Cast-in-place Nodular Concrete Pile : -Part4- Simulation Analysis by FEM  Full Text: CiNii    619-620
20311 In-situ Pull-out Test for Cast-in-place Concrete Belled Pile : -Part7- In the case of diluvial clay ground:Long term pull-out test  Full Text: CiNii    621-622
20312 Numerical Analysis for Scale Effects on Uplift Resistance of Cast-in-place Concrete Belled Pile  Full Text: CiNii    623-624
20313 Relation Between Resistance of Nodular Part and Displacement on Single Cast-in-place Concrete Nodular Pile : part1:Model Experiment and Analysis  Full Text: CiNii    625-626
20314 Relation Between Resistance of Nodular Part and Displacement on Single Cast-in-place Concrete Nodular Pile : Part 2:Filed Test and FEM  Full Text: CiNii    627-628
20315 A Consideration of Pull-out Resistance of Pile by the Document : part1:Maximum Skin Resistance  Full Text: CiNii    629-630
20316 A Consideration of Pull-out Resistance of Pile by the Document : part2:Yield Displacement  Full Text: CiNii    631-632
20317 Tensile Properties of a Concrete Pile with Wings under the Static Axial Reciprocal Load  Full Text: CiNii    633-634
20318 A sutudy of uplift resistance of steel pipe pile with wings insutalled in soil cement column at diluvium plateau  Full Text: CiNii    635-636
20319 Experimental Study on Axial Force Transmission of Precast SRC Column Loaded by Axial Force From RC Column with Top-down Construction Method of RC Building  Full Text: CiNii    637-638
20320 Experimental Study on the Sleeve Joint between Mortar-filled Circular Steel Pipe for Group Pile Foundation with Small Diameter for Over-Track Building : Part 1. Outline of Experiment  Full Text: CiNii    639-640
20321 Experimental Study on the Sleeve Joint between Mortar-filled Circular Steel Pipe for Group Pile Foundation with Small Diameter for Over-Track Building : Part 2. Result of Experiment and Discussion  Full Text: CiNii    641-642
20322 Cyclic ring load tests on axial bearing stress of pile cap(continued) : σB37, Different Footing Size  Full Text: CiNii    643-644
20323 Study on joint connection strength of steel pipe concrete pile  Full Text: CiNii    645-646
20324 Length control of high bearing capacity pile by bearing stratum investigation using MWD logging  Full Text: CiNii    647-648
20325 Preparation laboratory test method concerning quality control for bored pile with enlarged bulb  Full Text: CiNii    649-650
20326 One proposal concerning quality control method for bored pile with enlarged bulb  Full Text: CiNii    651-652
20327 The execution test to identify of tip protection slurry of Pre-Boring pile enlarged base tip protection Method  Full Text: CiNii    653-654
20328 Effect of the Digging Jig on Excavation Process for Pre-boring Pile with Enlarged Foot Protection  Full Text: CiNii    655-656
20329 Study on Quality Control to Pile Shaft Circumference Solidity Cement Slurry of Bored Precast Pile  Full Text: CiNii    657-658
20330 Fundamental Study on Applicability of Eco-Cement for Foot Protection and Skin Protection of Pile  Full Text: CiNii    659-660
20331 A Case Study on Examination of Integrity of Existing Cast-in-place Concrete Piles  Full Text: CiNii    661-662
20332 History of cast-in -place concrete pile : compressol pile part1  Full Text: CiNii    663-664
20333 Cast-in-place hollow concrete pile : part.1 outline of construction method  Full Text: CiNii    665-666
20334 Cast-in-place hollow concrete pile : part.2 fundamental experiment  Full Text: CiNii    667-668
20335 Cast-in-place hollow concrete pile : part.3 full scale test  Full Text: CiNii    669-670
20336 Settlement behavior of super high-rise condominium on spread foundation : Part 1 Outline of Construction and Measurement Result  Full Text: CiNii    671-672
20337 Settlement behavior of super high-rise condominium on spread foundation : Part 2 Estimation of Settlement  Full Text: CiNii    673-674
20338 Rebound property of silty-hard clay in Kazusa group by large-scale excavation work of ordinary basement construction method : Part1:Outline of construction and field measurement  Full Text: CiNii    675-676
20339 Rebound property of silty-hard clay in Kazusa group by large-scale excavation work of ordinary basement construction method : Part2:Estimation of Young's modulus  Full Text: CiNii    677-678
20340 A Study on Rebound-reduction Effect of Top-down Method based on Measurement Results  Full Text: CiNii    679-680
20341 Rebound and settlement analysis of the building using three-dimensional elasto-plastic FEM  Full Text: CiNii    681-682
20342 Study on Behavior of Composite Foundation Adjacent to Underground Structures : Part1 Outline of Building and Settlement Prediction  Full Text: CiNii    683-684
20343 Study on Behavior of Composite Foundation Adjacent to Underground Structures : Part2 Prediction for Horizontal Load and Settlement Observation  Full Text: CiNii    685-686
20344 In-situ loading tests of piled raft foundation on poor ground  Full Text: CiNii    687-688
20345 A High-Rise Office Building on Piled Raft Foundation with Piles for Inverted Construction Method : Part 3:Long-term Monitoring Behaviors  Full Text: CiNii    689-690
20346 Study on Simplified Evaluation Method of Piled Raft Foundations subjected to Vertical Load  Full Text: CiNii    691-692
20347 Simple Approaches for Estimation of Settlement and Load-Distribution of Piled Raft Foundations  Full Text: CiNii    693-694
20348 A simplified approach for estimating settlement of piled raft  Full Text: CiNii    695-696
20349 An estimating method of load carried by pile head for piled raft foundation  Full Text: CiNii    697-698
20350 The standardization of Swedish Weight Sounding Test  Full Text: CiNii    699-700
20351 Method of measuring the groundwater level using the foraminate pipe in the hole of Swedish Weight Sounding Test (part2)  Full Text: CiNii    701-702
20352 The laboratory test to understand influence that temperature change gives to the electric cone measurements  Full Text: CiNii    703-704
20353 A Simple Settlement Calculation Method from which foundation Stiffness is Considered for Small Buildings  Full Text: CiNii    705-706
20354 Study on Earthquake-proof Performance of Retaining Wall Attached Back Beam : 3. Observation Tests of Active Failure Configuration  Full Text: CiNii    707-708
20355 Research on design method of piled raft analysis for private housing  Full Text: CiNii    709-710
20356 Experimental Study about Bending Resistance Mechanism of Steel Pipe Pile Mechanical Joint  Full Text: CiNii    711-712
20357 Field test on improvement effect of fracture grouting based on the surface wave exploration  Full Text: CiNii    713-714
20358 Dissimilarity subsidence correction industrial method of detached house with expansion type steel pipe (Part1)  Full Text: CiNii    715-716
20359 Dissimilarity subsidence correction industrial method of detached house with expansion type steel pipe (Part2)  Full Text: CiNii    717-718
20360 Study on Piled-Raft foundation using of Tapered Pile : Part3 three dimension analysis  Full Text: CiNii    719-720
20361 Effect of support Beam on the Mechanical Behavior of Reinforced Concrete Shell-Slab Complex Structure  Full Text: CiNii    721-722
20362 Research on the Verification on the Prediction of Combined Nonlinear Behavior in the RC Curved Structure : Part-6:Trial to the experiments which aimed at precise mold with double curvature  Full Text: CiNii    723-724
20363 Nonliner analytical simulation of RC circular arch model subjected to a vertical concentrated load  Full Text: CiNii    725-726
20364 Ultimate Strength Evaluation of Reinforced Concrete Arch Considering the Effects of Tension Strength of Concrete and Geometric Imperfections  Full Text: CiNii    727-728
20365 A Study of the Dynamic Morphological Resistance Performance of an RC Shell Structure by Felix Candela  Full Text: CiNii    729-730
20366 Basic Study on Structural Characteristics of Single Layer "Pseudo-Hyperbolic-Paraboloid" Shell : (Part 1)On Load Resistant Mechanism Using Steel Model  Full Text: CiNii    731-732
20367 Basic Study on Structural Characteristics of Single Layer "Pseudo-Hyperbolic-Paraboloid" Shell : (Part 2)On Load Resistant Mechanism Using Latticed Shell Model  Full Text: CiNii    733-734
20368 Effect of Polyethylene Continuous Fiber Reinforcement on Strength of Concrete Cylindrical Shells : Part 1. Experimental Strength Ratio  Full Text: CiNii    735-736
20369 Effect of Polyethylene Continuous Fiber Reinforcement on Strength of Concrete Cylindrical Shells : Part.2 Numerical Study  Full Text: CiNii    737-738
20370 Retrofitted Strength of Concrete Cylindrical Shells by Combined Reinforcement with Mixed-in Carbon Fiber Chips and Standard Steel Bars : Part 1. Experimental Strength Ratio  Full Text: CiNii    739-740
20371 Retrofitted Strength of Concrete Cylindrical Shells by Combined Reinforcement with Mixed-in Carbon Fiber Chips and Standard Steel Bars : Part 2. Retrofitted Strength and Cracking Pattern  Full Text: CiNii    741-742
20372 Evaluation of Damping Ratio of Two-degree-of-freedom System : Rigidity Dependency of Damping Ratios  Full Text: CiNii    743-744
20373 Experiments of Damping Characteristics of an Arch Model : Displacement Amplitude Dependency of Damping Ratio of the Arch  Full Text: CiNii    745-746
20374 Estimation of Damping Ratio of Shell and Spatial Structures : Damping experiment of a tensegric truss arch  Full Text: CiNii    747-748
20375 Knockdown factor based on probability theory for buckling loads of two-way lattice domes stiffened by diagonal braces  Full Text: CiNii    749-750
20376 Buckling Strength and Characteristics of a New Two-way Dome Constructed by Orthogonal Arches Included in Different Surfaces Stiffened by Diagonal Struts  Full Text: CiNii    751-752
20377 Consideration of an Alternative Buckling Criterion for Latticed Cylindrical Roofs by Nonlinear Numerical Experiments  Full Text: CiNii    753-754
20378 Improvement of geometry of cylindrical shell structures : Part 2:Influence of structural dimensions on bending reduction  Full Text: CiNii    755-756
20379 Experimental Study on Buckling Behavior of Saddle-shaped HP Lattice Shells under Vertical Distributed Loads  Full Text: CiNii    757-758
20380 Experimental Study on the Buckling Behavior of Single Layer Aluminum Lattice Dome Constructed by Bolted Jointing System  Full Text: CiNii    759-760
20381 Stiffness and Strength of Hollow Cylindrical Connections for Single-layer Lattice Shells  Full Text: CiNii    761-762
20382 Approximate Buckling Analysis of Columns of L section under Cyclic Deformation based on Line Element Replacement Method  Full Text: CiNii    763-764
20383 A Study on steel shell with historical value : The 1 About method for analyzing  Full Text: CiNii    765-766
20384 Retrofitting Method in Seismic Diagnosis for School Gymnasium and Effects of Equivalent Weight to Seismic Evaluation  Full Text: CiNii    767-768
20385 Statistical Analysis on the Earthquake Damage Data of the Space Structures Focused on the Seismic Performance as the Refuge Facilities  Full Text: CiNii    769-770
20386 Text Analysis of the Agendas by the Judgment Committee in the Seismic Diagnosis Reports of the Steel Gymnasiums  Full Text: CiNii    771-772
20387 Earthquake resistance increase of steel brace due to compression capacity after buckling based on earthquake response analysis : Part 1 Comparison between experiment and FEM analysis  Full Text: CiNii    773-774
20388 Earthquake resistance increase of steel brace due to compression capacity after buckling based on earthquake response analysis : Part 2 Study of Seismic Index  Full Text: CiNii    775-776
20389 Estimation of Dynamic Ductility Index of Sports Halls Based on Energy Balance Response  Full Text: CiNii    777-778
20390 Study on evaluation of ductility index of reinforced sport halls based on elasto-plastic earthquake response analysis  Full Text: CiNii    779-780
20391 Earthquake Resistance of Braced Structures for Gymnasium Considering the Residual Strength after Buckling  Full Text: CiNii    781-782
20392 A study about seismic resistance of brace structures in school gymnasiums  Full Text: CiNii    783-784
20393 Seismic Retrofit of School Gymnasium with Energy Dissipation Devices and Its Response Evaluation for Roof Structures : Part1. Response Reduction on Roof Structures by Energy Dissipation Devices  Full Text: CiNii    785-786
20394 Seismic Retrofit of School Gymnasium with Energy Dissipation Devices and Its Response Evaluation for Roof Structures : Part2. Evaluation for Seismic Performance Index  Full Text: CiNii    787-788
20395 Vibration Control of Transient Response for Spatial Structures using Tuned Mass Dampers with Initial Displacement : Proposal of Design Formulas of Initial Displacement  Full Text: CiNii    789-790
20396 Vibration Control of Transient Response for Spatial Structures using Tuned Mass Dampers with Initial Displacement : Effect of Vibration Control on Single Layer Lattice Shell Structures  Full Text: CiNii    791-792
20397 Seismic Response Control of Arch Structures on Optimal Control Theory  Full Text: CiNii    793-794
20398 The Response Control by Horizontal Structural Elements of Spatial Structures : Part1:Modeling of horizontal and vertical elements and practical calculation method of the displacement, the axial stress and so on  Full Text: CiNii    795-796
20399 The Response Control by Horizontal Structural Elements of Spatial Structures : Part2:The comparison between the calculation by using the proposed method and the numerical analysis, and the design of the horizontal structural element  Full Text: CiNii    797-798
20400 Seismic Response Evaluation of High-rise Cylindrical Lattice Shell Roofs with Supporting Substructures  Full Text: CiNii    799-800
20401 Fundamentals of earthquake damage to single layer lattice dome  Full Text: CiNii    801-802
20402 Effect of Roof Members' Yielding on Earthquake Responses of Lattice Domes  Full Text: CiNii    803-804
20403 Vibration Tests on Elasto-plastic Responses of Cylindrical Lattice Shell Roofs Subjected to Gradually Increasing Acceleration : Part 1 Experimental Setup, Free Vibration Characteristics and Elasto-plastic Response Behavior under One-cycle Cosine-wave  Full Text: CiNii    805-806
20404 Vibration Tests on Elasto-plastic Responses of Cylindrical Lattice Shell Roofs Subjected to Gradually Increasing Acceleration : Part 2 Elasto-plastic Seismic Response Behavior  Full Text: CiNii    807-808
20405 Relation between Load-carrying Capacity and Seismic Motion Level of Dynamic Collapse for Lattice Arch and Cylindrical Roof  Full Text: CiNii    809-810
20406 Fundamental Study of Deployable Structures with Revolvable Joints  Full Text: CiNii    811-812
20407 Study of Retractable Loop-Dome : (Part-III) New Structural System  Full Text: CiNii    813-814
20408 Proposition of new deployable structure and analysis of its transformation process  Full Text: CiNii    815-816
20409 Improvement and full-scale test of the re-usable deployable arch  Full Text: CiNii    817-818
20410 Development and Practice of the Steel Structure for Curtain Walls with a Built-in Buckling Restrained Rod  Full Text: CiNii    819-820
20411 Minimization of Strain Energy of Latticed Shells with Uniform Member Lengths  Full Text: CiNii    821-822
20412 Structural Optimization for Asymmetric Surface Shell Using Constraint of Parametric Surface : Application of Genetic Algorithms with Diversity of Solution  Full Text: CiNii    823-824
20413 Form Finding of Lattice Shells Considering Multiple Loads  Full Text: CiNii    825-826
20414 Computational Morphogenesis of Shells with Free Curved Surface through Optimization of Shape, Thickness and Topology  Full Text: CiNii    827-828
20415 A Form-finding Method of Axial Force-resisting without Bending Moment Free-form Grid Shell under Dead Load  Full Text: CiNii    829-830
20416 A Study on Shorting Computation Time of Morphogenesis System by Evolutionary Computation : (part1)〜Morphology Analysis〜  Full Text: CiNii    831-832
20417 A Study on Shorting Computation Time of Morphogenesis System by Evolutionary Computation : (part2)〜Application Example of Prior Learning System〜  Full Text: CiNii    833-834
20418 Comparison of Foregoing Methods for Form-Finding of Tension Structures  Full Text: CiNii    835-836
20419 Fundamental study for simple experiments and analyses of equally stressed surfaces with elastic boundaries  Full Text: CiNii    837-838
20420 Evaluation of Redundancy for Space Frame Structures : Direct Control Design Method of Structural Bearing Force  Full Text: CiNii    839-840
20421 Symmetry and Uniqueness of Optimal Topology of Axisymmetric Shell  Full Text: CiNii    841-842
20422 Robust Optimum Design Method for Truss Structures Considering Uncertainty of Member Fracture (Part I)  Full Text: CiNii    843-844
20423 Robust Optimum Design Method for Truss Structures Considering Uncertainty of Member Fracture (Part II)  Full Text: CiNii    845-846
20424 Mechanical characteristics of traditional braided structural systems  Full Text: CiNii    847-848
20425 Study on forming method and mechanical property of curved surface honeycomb plate  Full Text: CiNii    849-850
20426 A Study on the Geometric Configuration and Structural Principle of a Song Dynasty Bridge HONGQIAO  Full Text: CiNii    851-852
20427 Basic Study on Applicability of Hybrid Glass Tube as Structural Members : Part 1 Unconfined Compression Test of Glass Tube and Examination of Strength by Numerical Analysis  Full Text: CiNii    853-854
20428 Basic Study on Applicability of Hybrid Glass Tube as Structural Members : Part 2 Parametric Study with Numerical Analysis and Proposal of Hybrid Glass Tube  Full Text: CiNii    855-856
20429 Experimental Study on Applicability of Glass Structure Using Prestressing : Failure Test of Hybrid Glass Beam Structuer with Real Scale Model and Comparison with Numerical Analysis  Full Text: CiNii    857-858
20430 Lateral Loading Test on Seismic Designed Ceiling  Full Text: CiNii    859-860
20431 Study on Aseismic Ceiling : (Part10) Effects of Construction Error on Grid System Ceiling  Full Text: CiNii    861-862
20432 Study on Aseismic Ceiling with Aluminum Panel : (Part 11)Static Lateral Loading Tests of Ceiling with Suspended Equipment  Full Text: CiNii    863-864
20433 Study on Aseismic Ceiling with Aluminum Panel : (Part 12) General Description and Results of Shaking Table Tests  Full Text: CiNii    865-866
20434 Study on Aseismic Ceiling with Aluminum Panel : (Part 13) Results of Shaking Table Tests  Full Text: CiNii    867-868
20435 Study on Aseismic Ceiling with Aluminum Panel : (Part 14)Interactive Effects between Suspended Equipment and Ceiling  Full Text: CiNii    869-870
20436 Shear Tests of Screwed Joint between Ceiling Joist and Plaster Board of Conventional Type Ceiling : (Part 1) Test Plan and Results of Element Tests  Full Text: CiNii    871-872
20437 Shear Tests of Screwed Joint between Ceiling Joist and Plaster Board of Conventional Type Ceiling : (Part 2) Results of Partial Model Tests  Full Text: CiNii    873-874
20438 Shear Tests of Screwed Joint between Ceiling Joist and Plaster Board of Conventional Type Ceiling : (Part 3) Consideration of Test Results  Full Text: CiNii    875-876
20439 Experiment of the Stability of Ceiling under Non-Perpendicular Loading  Full Text: CiNii    877-878
20440 Loading Tests on Non-perpendicularly Attached Metal Sheet Joints of Conventional Type Ceiling  Full Text: CiNii    879-880
20441 Fundamental research on the safety criteria of nonstructural components in large enclosures using human tolerance index : Part 3:Results of the experiments 2  Full Text: CiNii    881-882
20442 Evaluation of In-plane shear stiffness and its effect on dynamic response of large suspended ceilings  Full Text: CiNii    883-884
20443 Preliminary Study of Cable Nets Used as Prevention for Failure of Suspended Ceilings in Large Spaces  Full Text: CiNii    885-886
20444 Effects of Damping Factors of Ceilings of Large Span Trussed Arch Frames on the Seismic Behavior  Full Text: CiNii    887-888
20445 Arrangement of master- and slave nodes in numerical model of Clip connection : PART1 Numerical modeling for Japanese style of hanging ceiling  Full Text: CiNii    889-890
20446 Numerical method of slipping behavior with Coulomb's friction for Clip connection : PART 2 Numerical modeling for Japanese style of hanging ceiling  Full Text: CiNii    891-892
20447 Evaluation of Equivalent Bracing Rigidity for H-Shaped Compression Members with Eccentric Braces  Full Text: CiNii    893-894
20448 Basic study on the stable situation of Thrust Arch  Full Text: CiNii    895-896
20449 Study on torsion of rectangular thin plate subjected to compression stress field  Full Text: CiNii    897-898
20450 Nonlinear Sloshing Analysis of Cylindrical Liquid Storage Tank with Single-Deck Type Floating Roof : Application of beam element with consideration for finite rotations  Full Text: CiNii    899-900
20451 Numerical Simulation of Turbulent Flow around Cylindrical Roofs by Using Multigrid Method with Two-dimensional Meshes : Part 1 Outline of Proposed Multigrid Method  Full Text: CiNii    901-902
20452 Numerical Simulation of Turbulent Flow around Cylindrical Roofs by Using Multigrid Method with Two-dimensional Meshes : Part 2 Validation of the Effect of Multigrid Method  Full Text: CiNii    903-904
20453 Study on Vibration Characteristics for Super High-rise Building with New Shape  Full Text: CiNii    905-906
20454 Configuration Optimization of Anchoring Devices of Frame-Supported Membrane Structures for Maximum Clamping Force  Full Text: CiNii    907-908
20455 Shape Optimization of Clamping Members of Frame-Supported Membrane Structures under Stress constraints  Full Text: CiNii    909-910
20456 Study on Structural Behaviors of Tensile Membrane Structures with Spring-Strut System Using ETFE-Film : Part 1 Examination of Stable Strain Obtained from Bi-Axial Tensile Test  Full Text: CiNii    911-912
20457 Study on Structural Behaviors of Tensile Membrane Structures with Spring-Strut System Using ETFE-Film : Part 2 Proposal of Numerical Analysis Method Considering Isotropic Material Characteristic  Full Text: CiNii    913-914
20458 Study on Structural Behaviors of Tensile Membrane Structures with Spring-Strut System Using ETFE-Film : Part 3 Experimental Study on Structural Behaviors  Full Text: CiNii    915-916
20459 Study on Three Dimensional Fabrication of ETFE Film Panel by Stretching : Part 2:Examination of Uniaxial Tensile Deformation by Viscoplastic Constitutive Equation  Full Text: CiNii    917-918
20460 Basic Study on Wind Load in Horn-Shaped Membrane Structure : Part 1 Grasp of Basic Property on Wind Pressure for Difference of Scale and Wind Speed  Full Text: CiNii    919-920
20461 Basic Study on Wind Load in Horn-Shaped Membrane Structure : Part 2 Grasp of Influence of Uniform Flow and Turbulent Flow  Full Text: CiNii    921-922
20462 Basic Study on Wind Load in Horn-Shaped Membrane Structure : Part 3 Proposal of Design Wind Load for Horn-Shaped Membrane Structure  Full Text: CiNii    923-924
20463 Basic Study on Cutting Pattern Analysis of Membrane Structure : Part 1 Element configuration and cutting line  Full Text: CiNii    925-926
20464 Basic Study on Cutting Pattern Analysis of Membrane Structure : Part 2 Test piece using the cutting pattern analysis results and its measurement examination  Full Text: CiNii    927-928
20465 Design and Construction of the Complex Beam String Structure : Part1 Structural Design of Yamaguchi Expo Memorial Park Swimming Center  Full Text: CiNii    929-930
20466 Design and Construction of the Complex Beam String Structure : Part2 Construction of Yamaguchi Expo Memorial Park Swimming Center  Full Text: CiNii    931-932
20467 A Formula to Calculate the Lateral Buckling Strength of the Struts in Beam String Structure  Full Text: CiNii    933-934
20468 Study on Construction systems of Hybrid Beam String Structure  Full Text: CiNii    935-936
20469 Basic Study on Horizontal Load-Carrying Capacity of Skeleton with Tension Strings (SKELSION) : Part1 Present Structural Design Method for Tension Structure and Basic Characterics of SKELSION  Full Text: CiNii    937-938
20470 Basic Study on Horizontal Load-Carrying Capacity of Skeleton with Tension Strings (SKELSION) : Examination of Influence of the String-end Biased and String Modeling  Full Text: CiNii    939-940
20471 Self-equilibrium Analysis and Stability Investigation of Tensegrity Structures with Tetrahedral Symmetry  Full Text: CiNii    941-942
20472 Effect of tension member in out of plane on buckling and strength behavior of single layer two-way grid cylindrical shell roof  Full Text: CiNii    943-944
20473 Basic Study on Seismic Behavior of Cable-Net Structure : (Part1) Grasp of Basic Dynamic Characteristics and Seismic Response Under Earthquake  Full Text: CiNii    945-946
20474 Basic Study on Seismic Behavior of Cable-Net Structure : (Part 2) On Influence of Roof-Shape, Mass and Stiffness of the Boundary on Basic Characteristics and Seismic Behavior  Full Text: CiNii    947-948
20475 Basic Study on Seismic Behavior of Cable-Net Structure : (Part 3) Grasp of Basic Dynamic Characteristics with Vibration Test Using Vibration Table  Full Text: CiNii    949-950
20476 Study on Basic Structural Characteristics of Cube-Shaped String Scissors Structure : Part 1 Experimental Examination Using Basic Unit  Full Text: CiNii    951-952
20477 Study on Basic Structural Characteristics of Cube-Shaped String Scissors Structure : Part 2 Evaluation of Ultimate Strength under Strong Winds Considering Variation of Tensile Force under Construction  Full Text: CiNii    953-954
裏表紙  Full Text: CiNii   

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