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表紙
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23001 Structural Performance of the RC Members using High Strength Lightweight Aggregate made of Fly Ash : (Part 1) Features of the Aggregate and Total Experiment Plan
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1-2
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23002 Structural Performance of the RC Members using High Strength Lightweight Aggregate made of Fly Ash : Part 2 The OUTLINE and RESULTS of Experiment of Beam
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3-4
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23003 Structural Performance of the RC Members using High Strength Lightweight Aggregate made of Fly Ash : Part 3 The application of usual evaluation method of strength and ductility
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5-6
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23004 Structural Performance of the RC Members using High Strength Lightweight Aggregate made of Fly Ash : Part 4 Seismic Performance of High Strength RC Columns
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7-8
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23005 Structural Performance of the RC Members using High Strength Lightweight Aggregate made of Fly Ash : (Part 5) Local Bond Splitting Behavior obtained by Simple Type Specimens
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9-10
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23006 Structural Performance of the RC Members using High Strength Lightweight Aggregate made of Fly Ash : (Part 6) Bond Splitting Behavior obtained by Cantilever Type Specimens
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11-12
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23007 An experimental study on the compressive properties of super-high strength concrete
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13-14
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23008 Compressive strength and deformation characteristics of square confined concrete prisms with different ratios of height to side length
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15-16
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23009 Size Effect of Compressive Properties of Plain Concrete Having Macro-Defects Inside
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17-18
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23010 Study on Dimensional Ratio of Test Specimens in Concrete Compressive Strength
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19-20
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23011 Damage Estimation of Reinforced Concrete Members by AE Technique
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21-22
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23012 Numerical Study on Confined Effect of Shear Reinforcement for RC cantilever Beam
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23-24
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23013 Development on High Strength Reinforced of Electric Furnace : (Part 1) Cyclic Loading Test
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25-26
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23014 Development on High Strength Reinforced of Electric Furnace : (Part 2) Tensile Test at High Temperture
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27-28
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23015 Steel bars welding joint from of construction work of examination : A proposal of execution repair-welding method of the weld-joint
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29-30
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23016 Experimental Study on the Performance of Lapped Bar Splice Placed at Point of Maximum Bending Moment of Continuous Slab
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31-32
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23017 Study on Inspection Methods for Joints of Re-Bar using Ultrasonics : Part 1 Distribution of Sound Pressure in Gas Pressure Welding
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33-34
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23018 Study on Inspection Methods for Joints of Re-Bar using Ultrasonics : Part 2 Measurement of Inserted Depth of Bar in Mechanical Joint
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35-36
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23019 Steel bars welding joint from of construction work of examination : A proposal of execution repair-welding method of the weld-joint
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37-38
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23020 Experiment on the Bond of Reinforcement including splice sleeve (Part 2)
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39-40
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23021 Experiment on the Bond of Reinforcement including splice sleeve (Part 3)
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41-42
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23022 Study on Local Bond Splitting Performance of High Performance Fiber Reinforced Cementitious Composites
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43-44
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23023 Research on the Bond Strength of the Deformed Bar using the Finite Element Method
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45-46
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23024 Bond Splitting Behavior of Longitudinal Bars in Beam using the High Performance Fiber Reinforced Cement Composites : Part 1 Outline of Experiment
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47-48
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23025 Bond Splitting Behavior of Longitudinal Bars in Beam using the High Performance Fiber Reinforced Cement Composites : Part 2 Discussion on Experimental Results
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49-50
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23026 A Research Anchorage Performance of Lateral Reinforcement End
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51-52
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23027 Experimental Study on Bond Behavior in High Performance Reinforced Concrete
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53-54
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23028 Experimental study on bond-slip-strain relationship of prestressing strand
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55-56
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23029 Nonlinear FEM Analysis on Bond Splitting Failure by Wedge Action of Deformed Bar
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57-58
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23030 Strength of Mechanical Anchorage of Beam Reinforcement into Exterior Beam-Column Joint : Part 1 Outline of Test Program and Failure Characteristics
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59-60
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23031 Strength of Mechanical Anchorage of Beam Reinforcement into Exterior Beam-Column Joint : Part 2 Stress Disitribution of Beam Reinfoecement and Maximum Strength
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61-62
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23032 Bond Splitting Behavior of Beam Rebar Lapped in the Vertical Direction with Cut-off Method
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63-64
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23033 Full Scale Tests on Anchorage of Beam Reinforcements in Exterior Beam-Column Joints
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65-66
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23034 Experimental Study on Anchor Performance of Beam Reinforcements within Exterior Beam-Column Joints : On Anchor Plates of Double-Spiral-Screwed Steel Bars
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67-68
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23035 Experimental Study on Anchorage Performance and Side Split Failure along Beam Reinforcements within Exterior Beam-Column Joints
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69-70
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23036 Study on Various Parameters Affecting on Pull Out Strength of Post Installed Chemical Anchor : Part 1 Test Result
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71-72
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23037 Study on Various Parameters Affecting on Pull Out Strength of Post Installed Chemical Anchor : Part 2 Failure Mode
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73-74
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23038 Study on Various Parameters Affecting on Pull Out Strength of Post Installed Chemical Anchor : Part 3 Edge Distance
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75-76
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23039 A Study on Evaluation of Anchorage Capacities of Main Bars Anchored Mechanically in R/C Beam-Column Joint : Part 1 Assembling of Experimental Data and Influence of Strength of Concrete on Anchorage Capacities
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77-78
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23040 A Study on Evaluation of Anchorage Capacities of Main Bars Anchored Mechanically in R/C Beam-Column Joint : Part 2 Discussion of Factor Influenced Anchorage Capacities
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79-80
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23041 Effect of Axial Load upon Dowel Action under Cyclic Loading : Part 1 Outline of Shear Experiment
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81-82
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23042 Effect of Axial Load upon Dowel Action under Cyclic Loading : Part 2 Shear Experimental Results
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83-84
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23043 Experimental Study On Shear Behavior Of Flat Plate Structure With Shear Studs Reinforcement
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85-86
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23044 Experimental Study on Strength of Composite Slabs with Difference in Level : Part 1 Pilot Tests and Outline of Experimental Study
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87-88
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23045 Experimental Study on Strength of Composite Slabs with Difference in Level : Part 2 Test Results
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89-90
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23046 Experimenntal Study on Reinforcement Method for Connection of Concrete Frame Cosisted of Wall and Void Slab
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91-92
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23047 Experimental Study on mechanical behavior of continuation Prestressed Concrete Hollow Core Slabs with connection consisted of steel bars and joint concrete : Part 1 Out line of flexural test
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93-94
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23048 Experimental Study on mechanical behavior of continuation Prestressed Concrete Hollow Core Slabs with connection consisted of steel bars and joint concrete : Part 2 Out line of shear test
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95-96
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23049 Strength of the Joint for the Composite Void Slab
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97-98
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23050 Study on Ductility of a Wall Column Flat Plate Frame under Earthquake Loads
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99-100
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23051 Experimental Study on the Flexural Rigidity of the Hollow Slab of the Perpendicular to Steel Pipe
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101-102
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23052 Long Time Loading Test of Long Span Slab on Full-scale House : Part 1 Outline of Study and Test Plan
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103-104
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23053 Long Time Loading Test of long span Slab on Full-scale House : Part 2 Test Results and Consideration of A construction method
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105-106
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23054 Long Time Loading Test of Long Span Slab on Full-scale House : Part 3 Test Results and Consideration of B Construction Method
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107-108
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23055 Long Time Loading Test of Long Span Slab on Full-scale House : Part 4 Test Results and Consideration of C Construction Method; Composited Slab Used Prestressed Concrete Hollow Cored Panels
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109-110
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23056 Long Time Loading Test of Long Span Slab on Full-scale House : Part 5 Test Results and Consideration of D Construction Method
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111-112
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23057 Long Time Loading Test of Long Span Slab on Full-scale House : Part 6 Experimental Result and Consideration of E Construction Method
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113-114
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23058 Development of Hollow Slab System with Ball void : (Part 1) Flexural Tests
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115-116
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23059 Development of Hollow Slab System with Ball void : (Part 2) Tests of Long-Term Deflection
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117-118
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23060 Development of Hollow Slab System with Ball void : (Part 3) Panel Shear Loading Tests
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119-120
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23061 Experimental Study on Void Slab which used Prestressed Precast Plate : Part 2 Result of Long-Term Deflection test and Outline and Result of Bending test after Long-Term Deflection test
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121-122
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23062 Experimental Study on Void Slab which used Prestressed Precast Plate : Part 3 Consideration of Result of Bending test after Long-Term Deflection test
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123-124
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23063 Studies on Correlation between Deflection and Crack for Slab and Beam under Sustained Loading : Part 1 Correlation between Deflection and Crack under Immediate Loading
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125-126
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23064 Long term loading test of full scaled hollowed core slab which has recess on the top aimed at Barrier free Design : 5 Summary for Long term deflection test
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127-128
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23065 Study on Structural Characteristics of Void Slabs (Part 1)
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129-130
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23066 Study on Structural Characteristics of Void Slabs (Part 2)
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131-132
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23067 Study on Structural Characteristics of Void Slabs (Part 2)
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133-134
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23068 Experimental Study on Precast and Prestressed Concrete Composite Slabs
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135-136
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23069 Studies on Evaluation System of Serviceabiliy for Performance Based Structural Design Method : Part 3 Verification for Thickness of Slab
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137-138
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23070 Research of the fundamental waste material and structural applicability evaluation : (part 1) Microscopic Characterization of NMC by FE-SEM
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139-140
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23071 Research of the fundamental waste material and structural applicability evaluation : (part 2) The structural characteristic of NMC
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141-142
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23072 Fundamental Behavior of High Performance Fiber Reinforced Cement Composite : Part 1 Compressive Behavior and Bond Performance
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143-144
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23073 Fundamental Behavior of High Performance Fiber Reinforced Cement Composite : Part 2 Tensile Behavior and Flexural Performance
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145-146
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23074 Control of Restoring force characteristics of Cementitious Composite Elements : Part 1 Outline of Tests
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147-148
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23075 Control of Restoring force characteristics of Cementitious Composite Elements : Part 2 Investigation of test Results
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149-150
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23076 Shear Strength of Super Ligthweight RC Beam using Vinylon Fiber
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151-152
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23077 Experimental Study on Mechanical Anchorage using Casting Metal for Beam-Column Joint of Reinforced Concrete Building
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153-154
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23078 Reversed Cyclic Loading Test of Concrete Beams Using Pseudo-Elastic Shape Memory Alloy as Longitudinal Reinforcement
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155-156
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23079 Experimental Study on Hybrid Columns in Square Aramid Tube Using New Fiber Reinforcement or Steel
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157-158
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23080 Experimental Studies on Seismic Behavior of Concrete Columns Reinforced by Un-resin Continuous Carbon Fiber
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159-160
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23081 A basic study of the shape of concrete crack surfaces using Fourier analysis
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161-162
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23082 Stress-Strain Curves of Confined Concrete Subjected to Shear Force
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163-164
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23083 Smeared crack models for shear analysis of RC members
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165-166
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23084 3-D FEM Analysis on Stress and Damage States inside Confined Concrete Cylinders
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167-168
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23085 Analytical Prediction of Shear Behaviors and Shear Crack Widths in RC Beams : Part 1 In case of Shear Failure before Longitudinal Reinforcement Yielding
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169-170
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23086 Nonlinear FE Analysis of Shear Walls Made of Ductile Fiber Reinforced Cementitious Composites : Part 1 Test Program and Material Properties
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171-172
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23087 Nonlinear FE Analysis of Shear Walls Made of Ductile Fiber Reinforced Cementitious Composites : Part 2 FE Analysis
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173-174
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23088 Nonlinear FE Analysis of Shear Walls Made of Ductile Fiber Reinforced Cementitious Composites : Part 3 Parametric Analysis and Cyclic Analysis
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175-176
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23089 RC Nonlinear Finite Element Analysis under Dynamic Loads using Multi-Directional Cracks Model
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177-178
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23090 There-Dimensional FEM Analysis of the Confined-Concrete Reinforced by Beam Element as Lateral Reinforcements
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179-180
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23091 Experimental Study on Precast Continuous Footing
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181-182
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23092 The experimental research on shearing behaviour of concrete rise of footing by permanent framework method
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183-184
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23093 Experimental Study on Four-Pile Caps with Short Edge Distance
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185-186
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23094 Development of Pile Head-Foundation Joint without Anchorage of Pile Rebar : Part 1 Outline of Test and Results
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187-188
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23095 Development of pile head-foundation joint without anchorage of pile rebar : Part 2 Consideration of Test Results
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189-190
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23096 Seismic Performance of Reinforced Concrete Pile without Anchorage of Pile Rebar : Part 1 Static Evaluation
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191-192
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23097 Seismic Performance of Reinforced Concrete Pile without Anchorage of Pile Rebar : Part 2 Dynamic Evaluation
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193-194
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23098 Seismic Performance of School Buildings Severely Damaged in 2001 Geiyo Earthquake : Part 1 Damage Levels and Seismic Evaluations
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195-196
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23099 Seismic Performance of School Buildings Severely Damaged in 2001 Geiyo Earthquake : Part 2 Static Analysis
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197-198
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23100 Dynamic Response Analysis of RC Building Collapsed by 2001 : Geiyo Earthquake Part 1
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199-200
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23101 Dynamic Response Analysis of RC Building Collapsed by 2001 Geiyo Earthquake Part 2
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201-202
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23102 Dynamic Response Analysis of RC Building Collapsed by 2001 Geiyo Earthquake Part 3
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203-204
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23103 Dynamic Response Analysis of RC Building Due to Fluctuation of Concrete Strength
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205-206
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23104 Development of Seismic Retrofit Scheme for Reinforced Concrete Buildings in Korea : Part 4 Proposal of Required Seismic Capacity Index (I_<SO>) for Buildings in Korea
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207-208
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23105 Estimation of displacement responses for R/C buildings using the response spectrum
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209-210
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23106 Estimation of Post-earthquake Seismic Performance of R/C buildings by Seismic Response Analysis using Artificial Seismic Ground Motion
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211-212
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23107 Evaluation of Post-earthquake Seismic Capacity of Reinforced Concrete Buildings by Sub-structural Pseudo-Dynamic Testing : Part 1 Outlines of Experiment and Experimental results
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213-214
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23108 Evaluation of Post-earthquake Seismic Capacity of Reinforced Concrete Buildings by Sub-structural pseudo-Dynamic Testing : Part 2 Evaluation of Post-earthquake Seismic Capacity
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215-216
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23109 Seismic Performance of Reinforced Concrete School Buildings damaged by the 1999 Taiwan Chichi Earthquake
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217-218
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23110 Evaluation of the Seismic Capacity of Two RC Structures Damaged During the 1999 Kocaeli and 1999 Duzce Earthquakes-Turkey
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219-220
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23111 Experiment for Shear Strength of R/C beams with Opening in Plastic Hinge Region : Part 1 Outline of Experiment and Test Result
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221-222
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23112 Experiment for Shear Strength of R/C Beams with Opening in Plastic Hinge Region : Part 2 Discussion on Test Result
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223-224
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23113 Shear/Bending Test of Reinforced Concrete Beams with Openings at Plastic Hinge Areas : Part 3 Study on a Capacity of Deformation
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225-226
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23114 Experimental Study on Reinforced Concrete Beams with Web Opening at Plastic Hinge Area : Part 1 Outline of the Experiment and Comparison with Beams without Web Opening
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227-228
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23115 Experimental Study on Reinforced Concrete Beams with Web Opening at Plastic Hinge Area : Part 2 Consideration on Structural Variables of Web Opening
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229-230
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23116 Experimental Study on Reinforced Concrete Beams with Web Opening at Plastic Hinge Area : Part 3 Consideration on Ultimate Strength and Deformation Capacity
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231-232
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23117 Experimental Study on Reinforced Concrete Beams with Web Opening at Plastic Hinge Area : Part 4 Consideration on Analytical Study
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233-234
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23118 Experimental Study on Diagonally Reinforced Concrete Short-span-beam with Opening
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235-236
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23119 Experimental Study on Shear Behavior of R/C Beam with Web Opening using High-Strength reinforcing hardware
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237-238
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23120 Studies on efficiency of web reinforcement of R.C. beam with a hole reinforced by cross-elliptic reinforcement : Part 7 About the effect of Auxiliary stirrup
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239-240
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23121 Experimental Study on Shear Reinforcement for RC Beam with web Opening under Consideration of Crack Control
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241-242
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23122 Experimental Study on Shear Reinforcement for RC Beam with web Opening under Consideration of Crack Control
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243-244
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23123 Experimental Study on Effect of Bond Characteristics in Axial Reinforcement on Shear Behavior of R/C Beams with Web Openings : Part1 Outline of Experiment and Test Results
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245-246
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23124 Experimental Study on Effect of Bond Characteristics in Axial Reinforcement on Shear Behavior of R/C Beams with Web Openings : Part2 Test Results and Discussion
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247-248
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23125 Macro Model Analysis for RC Beam with Opening
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249-250
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23126 Experimental Study on Shear Strength of RC Beams with High Strength Shear Reinforcement
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251-252
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23127 Experimental Study on Structural Performance of Reinforced Concrete Beams using High Strength Shear Reinforcement Bar : Part1 Outline of Experiment
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253-254
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23128 Experimental Study on Structural Performance of Reinforced Concrete Beam using High Strength Shear Reinforcement Bar : Part2 Results and Discussion of Experiment
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255-256
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23129 Experimental Study on Structural Performance of Reinforced Concrete Beams using High Strength Shear Reinforcement Bar : Part3 Evaluation of stiffness and capacities
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257-258
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23130 Study on the Shear Resistant Mechanism of RIC Beam considering the Behavior of Core Concrete
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259-260
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23131 Experimental Study on Shear Transfer Mechanism of R/C Simple Beams : Part1 Outline and Results of Test
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261-262
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23132 Experimental Study on Shear Transfer Mechanism of R/C Simple Beams : Par 2 Results of Test and Analytical Results
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263-264
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23133 Three-Dimensional Nonlinear FEM Analysis on Shear Failure of RC Beams : Part 1 Outline of Analysis
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265-266
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23134 Three-Dimensional Non-Linear FEM Analysis on Shear Failure of RC Beams : Part2 Discussion of Analytical Results
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267-268
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23135 Effects of Stirrup Arrangement on Shear Capacity of R/C Beams
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269-270
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|
23136 Ductility after Flexural Yielding in R/C Thin Beams with Singly Arranged Reinforcing Bars : Part.1 Outline of Test Procedure and Test Results
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271-272
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|
23137 Ductility after Flexural Yielding in R/C Thin Beams with Singly Arranged Reinforcing Bars : Part.2 Consideration of Ductility after Flexural Yielding
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273-274
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23138 Experimental study of a diagonally reinforced beam with well reparability : Part2 Investigation with the ratio of web reinforcements
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275-276
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23139 Experimental study of a diagonally reinforced beam with well reparability : Part 3 Partial loss of section for yielding in compression stress
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277-278
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23140 Study on Seismic Performance of RC T-beams with Lightweight Concrete Slab : (Part 1) Outline of test
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279-280
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23141 Study on Seismic Performance of RC T-beams with Lightweight Concrete Slab : (Part 2) Test results and discussions
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281-282
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23142 Experimental Study on Size Effect of Reinforced Concrete Beams Failing in Flexure
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283-284
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|
23143 Bond Characteristics of Drying Shrinkage Cracks Developed Beams with Recycled Aggregate Concrete
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285-286
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23144 Influence of rebar curoff on shear and bond capacities of RC beams
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287-288
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23145 Hook-Shaped Reinforcement for Bond Splitting Prevention in RC Beams (Part 1)
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289-290
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23146 Hook-Shaped Reinforcement for Bond Splitting Prevention in RC Beams (Part 2)
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291-292
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|
23147 Sear crack width of reinforced concrete beams
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293-294
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23148 Study on Prediction of Shear Crack Width for Reinforced Concrete Beams
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295-296
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23149 Evaluation of Structural Unification of Foundation Beam with Pre-Cast concrete Mold by Bending Crack Observation
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297-298
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23150 Flexural Behavior of Stainless Steel Reinforced Concrete Beams
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299-300
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|
23151 Influence of Shear Capacity and Loading-Rate Effect on Ductility of Reinforced Concrete Members : Part 1 Outline and Test Result
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301-302
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|
23152 Influence of Shear Capacity and Loading-Rate Effect on Ductility of Reinforced Concrete Members : Part 2 Considerarion of Test Result
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303-304
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23153 The Study for the flexural strength estimation of R.C. beam reinforced with fiber sheet : 1 Experiment and flexural strength analysis
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305-306
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23154 The Study for the Flexural strength estimation of R.C. beam reinforced with fiber sheet : 2 Comparison and review of experimental results
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307-308
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23155 Flexural Behavior of Reinforced High-Strength Artificial Lightweight Concrete Beams with Fly ash Aggregates
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309-310
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23156 Development of Seismic Vibration Control System using Reinforced Concrete Member : Part 2 Cyclic Loading Test and Evaluation of the Ductility
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311-312
|
|
23157 Experimental Study on the structural Performance of Device using PVA-HPFRCC : Part 3 Experiment of member and investigation of Response control
Full Text:
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|
313-314
|
|
23158 Experimental Study on the Structural Performance of Device using PVA-HPFRCC : Part 4 Investigation of Skeleton Curve
Full Text:
CiNii
|
315-316
|
|
23159 Shear Resisting Mechanism of Polyvinyl Alcohol Fiber Reinforced Concrete Column
Full Text:
CiNii
|
317-318
|
|
23160 Experimental Study for Developing a Slit System Using Autoclaved Lightweight Concrete : Part 2 Supplementary tests on R/C column specimens with spandrel walls
Full Text:
CiNii
|
319-320
|
|
23161 Experimental Study for Developing a Slit System Using Autoclaved Lightweight Concrete : Part 3 Test results of R/C column specimens with si de walls
Full Text:
CiNii
|
321-322
|
|
23162 Experimental Study on the Structural Performance of RC Column with a New Anchorage of Lateral Reinforcement : Part 1 Outline of Experiments
Full Text:
CiNii
|
323-324
|
|
23163 Experimental Study on the Structural Performance of RC Column with a New Anchorage of Lateral Reinforcement : Part 2 Results of Experiments
Full Text:
CiNii
|
325-326
|
|
23164 Experimental Study on the Structural Performance of RC Column with a New Anchorage of Lateral Reinforcement : Part 2 Strain Distribution of Lateral Reinforcements
Full Text:
CiNii
|
327-328
|
|
23165 Experimental Study on the Elasto-Plastic Behavior of Large Dimension SPRC Columns Subjected to Varying Axial Loading (Part 1)
Full Text:
CiNii
|
329-330
|
|
23166 Experimental Study on Elasto-Plastic Behavior of Large Dimension SPRC Columns Subjected to Varying Axial Loading. (Part 2)
Full Text:
CiNii
|
331-332
|
|
23167 Development of New Supporting System which Ensures Superior Flexibility to Base Columns without Failure : Part 3 Restoring Force Characteristics of the System under Varying Axial Force
Full Text:
CiNii
|
333-334
|
|
23168 Development of New Supporting System which Ensures Superior Flexibility to Base Columns without Failure : Part 4 Basic Characteristics of the System under Varying Axial Force
Full Text:
CiNii
|
335-336
|
|
23169 Evaluation of Earthquake Resistant Ability of Reinforced Concrete Circular Member : Part 4 Shear Loading Tests of RC Member with Large Diameter
Full Text:
CiNii
|
337-338
|
|
23170 Evaluation of Earthquake Resistant Ability of Reinforced Concrete Circular Member : (Part 5) Shear-Flexural Tests of RC Members with High-strength Lateral Reinforcement
Full Text:
CiNii
|
339-340
|
|
23171 The Influence of Section shape of RC column to Damage process : Shear Damage Estimate
Full Text:
CiNii
|
341-342
|
|
23172 Seismic Performance of Full Scale RC Column Containing High Volume Coal Ash : Part 1 Scope of Test Procedure
Full Text:
CiNii
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343-344
|
|
23173 Experimental Study on Structural Performance of Reinforced Concrete Column Using Recycled Aggregate Concrete : Part 1 Outline of Experiment
Full Text:
CiNii
|
345-346
|
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23174 Experimental Study on Structural Performance of Reinforced Concrete Column Using Recycled Aggregate Concrete : Part 2 Discussion of Test Results
Full Text:
CiNii
|
347-348
|
|
23175 BEHAVIOR OF CONCRETE CONFINED BY FERROCEMENT BOXES : Part 1 Outline
Full Text:
CiNii
|
349-350
|
|
23176 BEHAVIOR OF CONCRETE CONFINED BY FERROCEMENT BOXES : Part 2 Test results and discussion
Full Text:
CiNii
|
351-352
|
|
23177 Three-Dimensional Shaking Table Tests of Reinforced Concrete Columns : Part 1 Outline of Experiment
Full Text:
CiNii
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353-354
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|
23178 Three-Dimensional Shaking Table Tests of Reinforced Concrete Columns : Part 2 Test Results
Full Text:
CiNii
|
355-356
|
|
23179 Moment or axial strain analysis of real scale columns under vertical and lateral loadings
Full Text:
CiNii
|
357-358
|
|
23180 Experimental study on real scale columns under vertical and lateral loadings (Part 1)
Full Text:
CiNii
|
359-360
|
|
23181 Experimental study on real scale columns under vertical and lateral loadings (Part 2)
Full Text:
CiNii
|
361-362
|
|
23182 Study in size effect of RC column by three dimensional finite element method
Full Text:
CiNii
|
363-364
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|
23183 Experimental Study on Shear Characteristic of RC Columns Subjected to Dynamic Impulsive Loading : Part 1 Summary of Test Program and Test Results
Full Text:
CiNii
|
365-366
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|
23184 Experimental Study on Shear Characteristic of RC Columns Subjected to Dynamic Impulsive Loading : Part 2 Consideration
Full Text:
CiNii
|
367-368
|
|
23185 A Study on Bending Strength and Ductility of RC Columns with Actiual Shaped Beam-Column Joint and Slabs : Part 1 Bending Shear Test on Internal Columns
Full Text:
CiNii
|
369-370
|
|
23186 A Study on Bending Strength and Ductility of RC Columns with Actiual Shaped Beam-Column Joint and Slabs : Part 2 Bending Shear Test on External Columns
Full Text:
CiNii
|
371-372
|
|
23187 Effect of detail of end of lateral reinforcement on flexural failure of reinforced concrete columns : Part 1 Compressive experiment of reinforced concrete columns
Full Text:
CiNii
|
373-374
|
|
23188 Effect of detail of end of lateral reinforcement on flexural failure of reinforced concrete columns : Part 2 Flexural experiment of reinforced concrete columns
Full Text:
CiNii
|
375-376
|
|
23189 The experimental research on aseismic retrofit of the reinforced concrete column with low compressive strength
Full Text:
CiNii
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377-378
|
|
23190 Elasto-Plastic Behavior of R/C Column with Eccentric Wall Girder-Column Joint : Part 1. Experiment on column sbjected to Lateral force
Full Text:
CiNii
|
379-380
|
|
23191 Elasto-Plastic Behavior of R/C Column with Eccentric Wall Girder-Column Joint : Part 2. FEM analysis on column subjected to Lateral force
Full Text:
CiNii
|
381-382
|
|
23192 Study on Strength Evaluation of Reinforced Concrete Column with Side Wall. (Part 9)
Full Text:
CiNii
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383-384
|
|
23193 Study on Strength Evaluation of Reinforced Concrete Column with Side Wall (Part 10)
Full Text:
CiNii
|
385-386
|
|
23194 Tests of R/C Columun with Side Walls Subjected to Constant High Axial and Bi-lateral Load : part 1 Outline of tests
Full Text:
CiNii
|
387-388
|
|
23195 Test of R/C Column with Side Walls Subjested to Constant High Axial Bi-lateral Load : part 2 Effects of transverse side walls on axial loading capacity
Full Text:
CiNii
|
389-390
|
|
23196 Axial Load Carrying Capacity of Shear-Failing RC Short Columns : Part 1 Outline of Tests, Axial Deformation-Lateral Deformation Relations and Collapse Behavior
Full Text:
CiNii
|
391-392
|
|
23197 Axial Load Carrying Capacity of Shear-Failing RC Short Columns : Part 2 Shear Force-Lateral Deformation Relations and Discussion
Full Text:
CiNii
|
393-394
|
|
23198 Axial Load Carrying Capacity of Shear-Failing RC Short Columns : Part 3 Studies on Hoop Rupture and Allowable Story Drift for Short Columns
Full Text:
CiNii
|
395-396
|
|
23199 Axial Load Collapse of Reinforced Concrete Columns under Seismic Loadings
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CiNii
|
397-398
|
|
23200 Rotation Analysis of Reinforced Concrete Members Considering Subsidence
Full Text:
CiNii
|
399-400
|
|
23201 Analysis on Shear Capacity of RC Columns by the Yield Line Theory Employing Experimental Results
Full Text:
CiNii
|
401-402
|
|
23202 Evaluation of repair limit state of R/C columns : Part 1 crush length of concrete
Full Text:
CiNii
|
403-404
|
|
23203 Evaluation of repair limit state of R/C columns : Part 2 crack width
Full Text:
CiNii
|
405-406
|
|
23204 Experimental Study on the damage estimation of Reinforced Concrete columns under the earthquake : Part 3 Study of the damaged members by Cracking Area Ratio
Full Text:
CiNii
|
407-408
|
|
23205 Structural Performance on RC Columns using Ultra High Strength Concrete : Part 1 Plan and Outline of Test
Full Text:
CiNii
|
409-410
|
|
23206 Structural Performance on RC Columns using Ultra High Strength Concrete : Part 2 Discussion of Test Results
Full Text:
CiNii
|
411-412
|
|
23207 Investigation of Shear Behavior of High-Rise RC Columns using High-Strength Material
Full Text:
CiNii
|
413-414
|
|
23208 Experiment on the Column of Ultra-High-Strength Reinforced Concrete Structure : Part 1 Outline of Experiment
Full Text:
CiNii
|
415-416
|
|
23209 Experiment on the Column of Ultra-High-Strength-Reinforced-Concrete-Structure : Part 2 Examination of Experiment Results
Full Text:
CiNii
|
417-418
|
|
23210 Experimental Study on Structual Performance of Reinforced Concrete Column using High Strength Shear Reinforcement : Part 1 Outline and Results of Experiment
Full Text:
CiNii
|
419-420
|
|
23211 Experimental Study on the Structural Performance of Reinforced Concrete Columns using High Strength Shear Reinfoecement : part 2 Evaluation of Damage
Full Text:
CiNii
|
421-422
|
|
23212 Experimental Study on the Structural Performance of Reinforced Concrete Columns using High Strength Shear Reinforcement : Part 3 The Relation Between Damage of Columns and Their Natural Frequency
Full Text:
CiNii
|
423-424
|
|
23213 The Effects of Transverse Reinforcement on Flexural Behavior of High-Strength Concrete Columns
Full Text:
CiNii
|
425-426
|
|
23214 Dynamic Restoring Force of Reinforced Concrete Column under Varying Axial Load : Part 1 Dynamic Loading Test of Reinforced Concrete Column
Full Text:
CiNii
|
427-428
|
|
23215 Dynamic Restoring Force of Reinforced Concrete Column under Varying Axial Load : Part 2 Dynamic Restoring Force Characteristics and Model
Full Text:
CiNii
|
429-430
|
|
23216 A Study on Shear Strength of R/C Columns under Tensile or Compressive Axial Load : Part 1 Summary of Test Program and Test Results
Full Text:
CiNii
|
431-432
|
|
23217 A Study on Shear Strength of R/C Columns under Tensile or Compressive Axial Load : Part 2 Discussion of Test Results
Full Text:
CiNii
|
433-434
|
|
23218 A Study on Shear Strength of R/C Columns under Tensile or Compressive Axial Load : Part 3 Analytical Study on Arch Mechanism of R/C Columns
Full Text:
CiNii
|
435-436
|
|
23219 The Characteristics of the R/C Column using High Strength Concrete under Tension : Compression Cyclic Loading
Full Text:
CiNii
|
437-438
|
|
23220 Study on Earthquake-Resisting Performance of R/C Columns Confined by Square Steel Tubes : Part 1 Ultimate Strength Capacity
Full Text:
CiNii
|
439-440
|
|
23221 Study on Earthquake-Resisting Performance of R/C Columns Confined by Square Steel Tubes : Part 2 Deformation Capacity
Full Text:
CiNii
|
441-442
|
|
23222 Structural Performance of RC Column Confined with Steel Jacketing : Part 2 Experiment on flexural yielding type column
Full Text:
CiNii
|
443-444
|
|
23223 Experimental Study on Deformation Capacity of RC Columns with Steel : Part 1 Outline of Test
Full Text:
CiNii
|
445-446
|
|
23224 Experimental Study on Deformation Capacity of RC Columns with Steel : Part 2 Experimental Results and Discussion
Full Text:
CiNii
|
447-448
|
|
23225 The mechanical characteristics of circular RC columns confined by Thin steel spiral tube Part.3
Full Text:
CiNii
|
449-450
|
|
23226 Design Equation for Ultimate Flexural Strength of Circularly Retrofitted Concrete Columns
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CiNii
|
451-452
|
|
23227 Development on the Ultra-high-strength Reinforced Concrete Structure : Part 8 Uniaxial Compression Tests
Full Text:
CiNii
|
453-454
|
|
23228 Development on the Ultra-high-strength Reinforced Concrete Structure : Part 9 Loading Tests on the Shear Walls
Full Text:
CiNii
|
455-456
|
|
23229 Development on the Ultra-high-strength Reinforced Concrete Structure : Part 10 Strength and Ductility of the Shear Walls
Full Text:
CiNii
|
457-458
|
|
23230 Restoring Force Characteristics of Shear Wall Subjected to Horizontal Two Directional Loading : Part 6 Outline and Results of the additional test
Full Text:
CiNii
|
459-460
|
|
23231 Restoring Force Characteristics of Shear Wall Subjected to Horizontal Two Directional Loading : Part.7 Relationships between the resultant shear force and the resultant deformation
Full Text:
CiNii
|
461-462
|
|
23232 Shear strength of peripheral frame of framed shear walls : Part 3 Effect of reinforcement strength on shear strength of intermediate member
Full Text:
CiNii
|
463-464
|
|
23233 Shear strength of peripheral frame of framed shear walls : Part 4 Effect of reinforcement strength on shear strength of edge member
Full Text:
CiNii
|
465-466
|
|
23234 Shear strength of peripheral frame in framed shear walls : Part 5 Effect of axial stress due to vertical load on shear strength of edge column
Full Text:
CiNii
|
467-468
|
|
23235 Shear behavior of R/C wall panel subjected to load at constant rate : Part 4 Variation of strength and deformation among test specimens with same mechanical properties
Full Text:
CiNii
|
469-470
|
|
23236 Shear behavior of R/C wall panel subjected to load at constant rate : part 5 Effect of wall rainforcement and compressive strength of concrete on shear strength
Full Text:
CiNii
|
471-472
|
|
23237 Development of Joiner Indesed Shrinkage Cracks for Structural Walls
Full Text:
CiNii
|
473-474
|
|
23238 A Study on the Ultimate Shear Strength of Reinforced Concrete Shear Walls
Full Text:
CiNii
|
475-476
|
|
23239 Cyclic Analysis of RC Box Wall subjected to Diagonal Horizontal Force
Full Text:
CiNii
|
477-478
|
|
23240 Influence of L-shaped Shear Walls in R/C Building on Shear Force in Columns
Full Text:
CiNii
|
479-480
|
|
23241 FEM Analysis of RC Panels and Shear Walls Subjected to Reversed Cyclic Loads : Part 1 Proposition of FEM Analytical Models on Concrete and Steel
Full Text:
CiNii
|
481-482
|
|
23242 FEM Analysis of RC Panels and Shear Walls Subjected to Reversed Cyclic Loads : Part 2 FEM Analysis of RC Panels and Shear Walls
Full Text:
CiNii
|
483-484
|
|
23243 Restraint effect of upper and lower beams on maximum strength of reinforced concrete framed shear walls
Full Text:
CiNii
|
485-486
|
|
23244 Evaluation of limit story deformation angle of reinforced concrete framed shear walls
Full Text:
CiNii
|
487-488
|
|
23245 Analytical accuracy of reinforced concrete framed shear walls with an opening by simplified maximum strength formula
Full Text:
CiNii
|
489-490
|
|
23246 Formulation of SCE Model for Shear Walls
Full Text:
CiNii
|
491-492
|
|
23247 Experimental Study on the Development of Precast Shear Walls with a Notch at Wall End : Part 1 Outline of the tests
Full Text:
CiNii
|
493-494
|
|
23248 Experimental Study on the Development of Precast Shear Walls with a Notch at Wall End : Part 2 Examination of test results
Full Text:
CiNii
|
495-496
|
|
23249 Effect of reinforcing method of wall panel on mechanical behavior of R/C framed shear walls : Part 1 Reinforcing effect of steel panel
Full Text:
CiNii
|
497-498
|
|
23250 Effect of loading rate on mechanical behavior of R/C framed shear walls with opening : Part 2 Test series of framed shear walls with opening at center of wall panel
Full Text:
CiNii
|
499-500
|
|
23251 Lateral load-displacement hysteresis response of R/C framed shear walls with opening and slits : Part 2 Test series of framed shear walls with thin wall panel in top and bottom area of opening
Full Text:
CiNii
|
501-502
|
|
23252 Mechanical behavior of R/C framed shear walls with opening whose wall panel beside opening was reinforced by steel plate : Part 1 Test series of framed shear walls with opening at center of wall panel
Full Text:
CiNii
|
503-504
|
|
23253 Hysteresis response characteristic of R/C framed shear walls without openings subjected to lateral load at constant rate : Part 3 Test series of specimens faild in shear prior to flexural yieldis
Full Text:
CiNii
|
505-506
|
|
23254 Hysteresis response characteristic of R/C framed shear walls without opening subjected to lateral load at constant rate : Part 4 Test series of specimens of flexural-shear failure mode
Full Text:
CiNii
|
507-508
|
|
23255 Reinforcing method of framed shear walls with opening in vicinity of edge column : Part 2 Tests on framed shear wall whose wall panel was reinforced by steel plate partially or wholly
Full Text:
CiNii
|
509-510
|
|
23256 Experimental Study on Shear Behaviors of Reinforced Concrete Shear Walls under Tensile Axial Force : Part 1 Experimental Program and Failure Mode
Full Text:
CiNii
|
511-512
|
|
23257 Experimental Study on Shear Behaviors of Reinforced Concrete Shear Walls under Tensile Axial Force : Part 2 Load-Deflection Relationship and Ultimate Strength
Full Text:
CiNii
|
513-514
|
|
23258 Strength and Deformation Behaviors of R/C U-type Open Section Shear Walls Subjected to Combined Bending and Torsion : Part 1 Experimental Program and Fracture Processes
Full Text:
CiNii
|
515-516
|
|
23259 Strength and Deformation Behaviors of R/C U-type Open Section Shear Walls Subjected to Combined Bending and Torsion : Part 2 Strength and Deformation Behaviors
Full Text:
CiNii
|
517-518
|
|
23260 Experiment Study on Effect of Wing Wall on Deformation of L Shaped Beam-Column Joint and R/C Frame
Full Text:
CiNii
|
519-520
|
|
23261 Experimental Study on the Half-Precast Structures with Lap Splices used the Recycled Aggregate Concrete : Part 3 Experimental study on one span - one story frame
Full Text:
CiNii
|
521-522
|
|
23262 Lateral Loading Test on RC-Frame with Low Yield Strength Steel Panel Damper
Full Text:
CiNii
|
523-524
|
|
23263 Shear Failure Process in Reinforced Concrete Frame under Three-dimensional Loading
Full Text:
CiNii
|
525-526
|
|
23264 Seismic Performance of RC Frame Consisting of Eccentric Beam-Column Joints : Part 1 Outline and Result of Experiment
Full Text:
CiNii
|
527-528
|
|
23265 Seismic Performance of RC Frame Consisting of Eccentric Beam-Column Joints : Part 2 Result of Experiment
Full Text:
CiNii
|
529-530
|
|
23266 Structural Performance of the RC frame with non-structural RC walls (spandrels, sidewalls) : Test for two Span RC frame with non-structural wall
Full Text:
CiNii
|
531-532
|
|
23267 Study on Seismic Performance of Reinforced Concrete Frames with Mullion-type Walls : The Influence of Mullion-type Wall on the Beam
Full Text:
CiNii
|
533-534
|
|
23268 Horizontal Loading Experiment of Existing Reinforced Concrete Building
Full Text:
CiNii
|
535-536
|
|
23269 Study on Collapse Mechanism of Reinforced Concrete Buildings with Soft First Story : Part 7 Outline of Sub-Structure Pseudo Dynamic Test on 12-Story RC Building with Soft First Story
Full Text:
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|
537-538
|
|
23270 Study on Collapse Mechanism of Reinforced Concrete Buildings with Soft First Story : Part 8 Test Results and Discussion of Sub-Structure Pseudo Dynamic on 12-Story RC Building with Soft First Story
Full Text:
CiNii
|
539-540
|
|
23271 Study on Collapse Mechanism of Reinforced Concrete Buildings with Soft First Story : (Part 9) Analytical Study on Effect of Varying Axial Forces in Columns on Earthquake Response of RC Piloti-buildings
Full Text:
CiNii
|
541-542
|
|
23272 Seismic Response of R/C Building with Seismic Elements using R/C Short Column Confined by Steel Tube : Part 6 In the Case of Beam-yielding Type Mechanism R/C Structure : Influence for Surrounding Columns and Beams by Installing the Seismic Elements
Full Text:
CiNii
|
543-544
|
|
23273 Seismic Response of R/C Buildings with Seismic Elements using R/C Short Column Confined by Steel Tube : Part 7 In the Case of Beam-yielding Type Mechanism R/C Structures : Estimation of the Maximum Response by Equivalent Linear System
Full Text:
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|
545-546
|
|
23274 Analytical Study on Seismic Response of R/C Buildings with Hysteretic Damping Braces : Part 1 Objective and Distribution of Maximun Response
Full Text:
CiNii
|
547-548
|
|
23275 Analytical Study on Seismic Response of R/C Buildings with Hysteretic Damping Braces : Part 2 Effective Stiffness and Strength Ratios of Hysteretic Damping Braces
Full Text:
CiNii
|
549-550
|
|
23276 Torsional Response of Seismically Retrofitted R/C Structures : Part 3 Nonlinear Dynamic Analyses Considering Strength Degradation
Full Text:
CiNii
|
551-552
|
|
23277 A study on possibility of pin jointed RC structure with shear device which shares almost whole holizontal force : Required stiffness and strength of continuous columns to avoid story collapse
Full Text:
CiNii
|
553-554
|
|
23278 Strength and Ductility of R/C T-Shaped Beam-Column Joint with Column Main Bars Anchored Mechanically : Study on Structural Performance of Mechanical Anchorage (No.13)
Full Text:
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|
555-556
|
|
23279 Experimental Study on Structural Characteristics of Beam column joint with Additional Longitudinal Reinforcements at the Beam End (part 2)
Full Text:
CiNii
|
557-558
|
|
23280 Seismic Behavior of Beam-Column Joints with Bent-up Anchorages of Precast Concrete Beam Bars : Part 4 New Lateral Bar Arrangement of Joint Panel in Consideration of Concrete Casting
Full Text:
CiNii
|
559-560
|
|
23281 The experimental research on the mechanical behavior of the PCa half frame consisted of beam-column connection with ringshaped device for anchorage
Full Text:
CiNii
|
561-562
|
|
23282 Development of Mechanical Anchorage used Circular Anchor Plate : Part 5 Outline of T-Shaped Beam-Column Joint Test
Full Text:
CiNii
|
563-564
|
|
23283 Development of Mechanical Anchorage used Circular Anchor Plate : Part 6 Structural Performance of T-Shaped Beam-Column Joint
Full Text:
CiNii
|
565-566
|
|
23284 Development of Mechanical Anchorage used Circular Anchor Plate : Part 7 Outline of L-Shaped Beam-Column Joint Test
Full Text:
CiNii
|
567-568
|
|
23285 Development of Mechanical Anchorage used Circular Anchor Plate : Part 8 Structural Performance of L-Shaped Beam-Column Joint
Full Text:
CiNii
|
569-570
|
|
23286 Experimental Study on behavior of R/C Exterior Beam-Column Joint with Mechanical Anchorages under Fluctuating Axial Load : Part 1 Outline of Experimental Study
Full Text:
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|
571-572
|
|
23287 Experimental Study on behavior of R/C Exterior Beam-Column Joint with Mechanical Anchorages under Fluctuating Axial Load : Part 2 Failuar Mode and Load-Displacement Relation
Full Text:
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|
573-574
|
|
23288 Experimental Study on behavior of R/C Exterior Beam-Column Joint with Mechanical Anchorages under Fluctuating Axial Load : Part 3 Ultimate Strength, Equivalent Viscous Damping Factor and Deformation Component
Full Text:
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|
575-576
|
|
23289 Limit Analysis of Beam-Column Connections Using Sinking Mechanism of Connecting Members
Full Text:
CiNii
|
577-578
|
|
23290 Influence of Aspect Ratio on Ultimate Shear Strength of Interior R/C Beam-Column Joint
Full Text:
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|
579-580
|
|
23291 Evaluation of Ultimate Strength of Reinforced Concrete Corner Beam-column Joints using Inventory of reported Test Specimens
Full Text:
CiNii
|
581-582
|
|
23292 Experimental Study on Seismic Performance of RC Beam-Column Joint with Difference Bar Arrangement : Part 1 Result on Experiment of RC Beam-Column Joint and Scaled-effect
Full Text:
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|
583-584
|
|
23293 Experimental Study on Seismic Performance of RC Beam-Column Joint with Different Bar Arrangement : Part 2 Study on Mechanical Properties of RC Beam-Column Joint
Full Text:
CiNii
|
585-586
|
|
23294 Experimental Study on Interior Beam-Column Joints Reinforced with Ring Diagonal Reinforcements : Part 1 Outline of Tests
Full Text:
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|
587-588
|
|
23295 Experimental Study on Interior Beam-Column Joints Reinforced with Ring Diagonal Reinforcements : Part 2 Detail of Deformation and Strain
Full Text:
CiNii
|
589-590
|
|
23296 Internal Observation on Damaged Concrete of Interior Beam-Column Joints
Full Text:
CiNii
|
591-592
|
|
23297 Strength and Deformation of Interior R/C Beam-Column Joint Subassemblage
Full Text:
CiNii
|
593-594
|
|
23298 Effects of Haunch Reinforcement and Mechanism of + Shaped R/C Beam-Column Joint Failure : Part 1 A Study on Effects of Haunch Reinforcement
Full Text:
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|
595-596
|
|
23299 Effects of Haunch Reinforcement and Mechanism of + Shaped R/C Beam-Column Joint Failure : Part 2 A Study on the Failure Mechanism Based on the Behavior of Shear Reinforcing Bar
Full Text:
CiNii
|
597-598
|
|
23300 Experimental Study on RC External Beam-Column joints under Bidirectional Loading
Full Text:
CiNii
|
599-600
|
|
23301 Shear Capacities of Exterior Beam-Column Joints Subjucted to Bidirectional Loads
Full Text:
CiNii
|
601-602
|
|
23302 Three-dimensional FEM Analysis on the Effect Of Bond Behavior of Beam Main Bar in RC Frames
Full Text:
CiNii
|
603-604
|
|
23303 Three-Dimensional FEM Analysis on Shear Performance of RC Beam-Column Joint Reinforced with a New Reinforcement Method : Part 1 Analytical Methods and Relationship of Loading-deformation
Full Text:
CiNii
|
605-606
|
|
23304 Three-Dimensional FEM Analysis on Shear Performance of RC Beam-Column Joint Reinforced with a New Reinforcement Method : Part 2 Investigation of Analytical Results
Full Text:
CiNii
|
607-608
|
|
23305 Joint shear failure on reinforced concrete exterior beam-column joint with prestressed beam : Part 1 Introduction of experiment
Full Text:
CiNii
|
609-610
|
|
23306 Joint shear failure on reinforced concrete exterior beam-column joint with prestressed beam : Part 2 Results and discussions
Full Text:
CiNii
|
611-612
|
|
23307 Study on Mechanical Characteristics of Precast Prestressed Concrete Beam-Joints Assembled by Post-Tensioning Steel Bars : Part 1 Summary of Tests and Results
Full Text:
CiNii
|
613-614
|
|
23308 Study on Mechanical Characteristics of Precast Prestressed Concrete Beam-Column Joints Assembled by Post-Tensioning Steel Bars : Part 2 Discussions of Hysteresis Characteristics
Full Text:
CiNii
|
615-616
|
|
23309 Study on Mechanical Characteristics of Precast Prestressed Concrete Beam-Column Joints Assembled by Post-Tensioning Steel Bars : Part 3 Discussions of Shear Performance
Full Text:
CiNii
|
617-618
|
|
23310 Experimental study on seismic performance of reinforced concrete eccentric beam-column joints with full scale specimen : (Part 1) Outline of tests and the test results
Full Text:
CiNii
|
619-620
|
|
23311 Experimental study on seismic performance reinforced concrete eccentric beam-column joints with full scale specimen : (Part 2) Study on scale effect on seismic performance
Full Text:
CiNii
|
621-622
|
|
23312 Experimental Study on Seismic Performance of RC Eccentricity Beam-Column Joint : Part 1 Experiment result and scale-effect
Full Text:
CiNii
|
623-624
|
|
23313 Experimental Study on Seismic Performance of RC Eccentricity Beam-Column Joint : Part 2 Stress by the Shear Force and the Torsion Moment
Full Text:
CiNii
|
625-626
|
|
23314 Experimental study on failure mode of interior R/C eccentric beam-column joints : Part 1 Test program, specimen behavior and deformation
Full Text:
CiNii
|
627-628
|
|
23315 Experimental study on failure mode of interior R/C eccentric beam-column joints : Part 2 Study on strength, behavior of steel bars and failure mode
Full Text:
CiNii
|
629-630
|
|
23316 Ultimate Strength of R/C Wall Girder-Wide Column Assemblages with Eccentricity : Part 3 Characteristics of Behavior and Ultimate Strength
Full Text:
CiNii
|
631-632
|
|
23317 Ultimate Strength of R/C Wall Girder-Wide Column Assemblages with Eccentricity : Part 4 Discussion on Three Dimensional Behavior using Analytical Results Based on Finite Element Method
Full Text:
CiNii
|
633-634
|
|
23318 Ultimate Strength of R/C Beam-Column Assemblages with Eccentricity : Part 3 Characteristics of Behavior and Ultimate Strength
Full Text:
CiNii
|
635-636
|
|
23319 Ultimate Strength of R/C Beam-Column Assemblages with Eccentricity : Part 4 Discussion on Three Dimensional Behavior using Analytical Results Based on Finite Element Method
Full Text:
CiNii
|
637-638
|
|
23320 Three-Dimensional FEM Analysis of RC Eccentric Beam-Column Joints : Part 3 Discussion of Joint Internal Stresses and Analysis of Imaginary Specimen
Full Text:
CiNii
|
639-640
|
|
23321 Three Dimensional Finite Element Analysis of Reinforced Concrete Eccentric Beam-Column Joints
Full Text:
CiNii
|
641-642
|
|
23322 Experiments of Reinforced Concrete Beam-Column Joints with High Strength Materials : Part 1 Model Structure & Outline of Experiments
Full Text:
CiNii
|
643-644
|
|
23323 Experiments of Reinforced Concrete Beam-Column Joints with High Strength Materials : Part 2 Faihire Behavior
Full Text:
CiNii
|
645-646
|
|
23324 Experiments of Reinforced Concrete Beam-Column Joints with High Strength Materials : Part 3 Discussion of Experimental Results
Full Text:
CiNii
|
647-648
|
|
23325 Experimental Study on the Joint Strength of RC Thin Plate Structure : Part 3 Influence of reinforcing joint with spiral hoop
Full Text:
CiNii
|
649-650
|
|
23326 Study on Stress Transfer at Horizontal Joint of Precast Concrete Members : Part 3 Analisys on Finite Element Method
Full Text:
CiNii
|
651-652
|
|
23327 Suggestion about the shear design method of the structural postinstalled anchors
Full Text:
CiNii
|
653-654
|
|
23328 Study on Shear Transfer in Concrete Connections (Part 3)
Full Text:
CiNii
|
655-656
|
|
23329 Shear Tests on Vertical Joints of Precast Thin Panels with Reinforcing Ribs
Full Text:
CiNii
|
657-658
|
|
23330 Numerical Study on Development of Energy Absorption Device Using Fiber Reinforced Cementitious Composite
Full Text:
CiNii
|
659-660
|
|
23331 Damage evaluation in reinforced concrete slab bending test by AE and AE/UT : Part 1 Damage evaluation by AE
Full Text:
CiNii
|
661-662
|
|
23332 Damage evaluation in reinforced concrete slab bending test by AE and AE/UT : Part 2 Damage evaluation by AE/UT
Full Text:
CiNii
|
663-664
|
|
23333 Validity of AE for Detecting Tensile Cracks of Reinforced Concrete : (Part 1) Outline
Full Text:
CiNii
|
665-666
|
|
23334 Validity of AE for Detecting Tensile Cracks of Reinforced Concrete : (Part 2) Test Results and Consideration to Wave emitted from Reinforced Concrete
Full Text:
CiNii
|
667-668
|
|
23335 Validity of AE for Detecting Tensile Cracks of Reinforced Concrete : (Part 3) Test Results and Consideration to Wave transformed by hitting of Pendulum
Full Text:
CiNii
|
669-670
|
|
23336 Validity of AE for Detecting Tensile Cracks of Reinforced Concrete : (Part 4) Frequency Analysis of Wave transformed by hitting of Pendulum and Inspection of Effect of Repair of Cracks
Full Text:
CiNii
|
671-672
|
|
23337 Development of Precast Reinforced Concrete Modular Housing Construction Using Mt. Pinatubo Ejecta : Part 7 Outline of Analysis
Full Text:
CiNii
|
673-674
|
|
23338 Development of Precast Reinforced Concrete Modular Housing Construction Using Mt. Pinatubo Ejecta : Part 8 Results of Analysis
Full Text:
CiNii
|
675-676
|
|
23339 Effects of Loading Hysteresis and Axial Force on Strength Deterioration of Reinforced Concrete Members : Part 1 Outline of Experiment
Full Text:
CiNii
|
677-678
|
|
23340 Effects of Loading Hysteresis and Axial Force on Strength Deterioration of Reinforced Concrete Members : Part 2 Experimental Results
Full Text:
CiNii
|
679-680
|
|
23341 Experimental of Shear Strength the Laminated Veneer Lumber Shear Wall
Full Text:
CiNii
|
681-682
|
|
23342 Experiment on seismic strengthening of R/C structural walls with an opening by carbon fiber sheets : Part I Test program and behavior of failure
Full Text:
CiNii
|
683-684
|
|
23343 Experiment on seismic strengthening of R/C structural walls with an opening by carb on fiber sheets : Part II Experimental Results and Discussion
Full Text:
CiNii
|
685-686
|
|
23344 Development of Seismic Strengthening Methods by Shear Walls used Small Precast Concrete Blocks
Full Text:
CiNii
|
687-688
|
|
23345 Development of Seismic Strengthening Methods by Shear Walls used Small Precast Concrete Blocks (Part 3)
Full Text:
CiNii
|
689-690
|
|
23346 Failure Mode of fully Seismic Strengthened R/C Wall with Concrete Member Included Steel Plate
Full Text:
CiNii
|
691-692
|
|
23347 Seismic Performance of Adding Precast Panel to the Existing Frames using Epoxy Resin
Full Text:
CiNii
|
693-694
|
|
23348 Strength of Reinforced Concrete Walls Retrofitted with Precast Concrete Blocks for Shear Connection : Part 2 Structural properties of walls with opening
Full Text:
CiNii
|
695-696
|
|
23349 Development of Aseismic Retrofit Structural Wall with Adhered Aggregates for Shear Connection : Part 1 Outline of Aseismic Retrofit Method and Experimental Results
Full Text:
CiNii
|
697-698
|
|
23350 Development of Aseismic Retrofit Structural Wall with Adhered Aggregates for Shear Connection : Part 2 Study on United Behavior between Added Wall and Outer Frame
Full Text:
CiNii
|
699-700
|
|
23351 Development of Aseismic Retrofit Structural Wall with Adhered Aggregates for Shear Connection : Part 3 Simulation Analysis subjected to Monotonic Loading
Full Text:
CiNii
|
701-702
|
|
23352 Development of Aseismic Retrofit Structural Wall with Adhered Aggregates for Shear Connection : Part 4 Simulation Analysis subjected to Cyclic Loading
Full Text:
CiNii
|
703-704
|
|
23353 Development of Aseismic Retrofit Structural Wall with Adhered Aggregates for Shear Connection : Part 5 Examination of expansive concrete
Full Text:
CiNii
|
705-706
|
|
23354 Strengthening Methods for R/C Frames with Infilled Panels by using Friction at the Panel-Frame Joint : Part 4 Constraint Means for Slip Displacements at the Joint
Full Text:
CiNii
|
707-708
|
|
23355 Strengthening Methods for R/C Frames with Infilled Panels by using Friction at the Panel-Frame Joint : Part 5 Performances of the Joint
Full Text:
CiNii
|
709-710
|
|
23356 Strengthening Methods for R/C Frames with Infilled Panels by using Friction at the Panel-Frame Joint : Part 6 Strength and ductility
Full Text:
CiNii
|
711-712
|
|
23357 STUDY ON CONSTRUCTION METHOD OF EARTHQUKE RESISTING REINFORCEMENT WITH STEEL TUBE AS COTTER : Part 3 Failure Types of Existing Skeleton
Full Text:
CiNii
|
713-714
|
|
23358 STUDY ON CONSTRUCTION METHOD OF EARTHQUKE RESISTING REINFORCEMENT WITH STEEL TUBE AS COTTER : Part 4 Failure Types of Added Earthquake-Resisting-Wall Edge
Full Text:
CiNii
|
715-716
|
|
23359 STUDY ON CONSTRUCTION METHOD OF EARTHQUKE RESISTING REINFORCEMENT WITH STEEL TUBE AS COTTER : Part 5 Failure Types of Large-Size Embedded Length and Tensile Strength
Full Text:
CiNii
|
717-718
|
|
23360 Experimental Study on Post-install Bonded Anchors at Low Strength Reinforced Concrete Members : Part 9 Single Bond Test of Post-install Bonded Anchors
Full Text:
CiNii
|
719-720
|
|
23361 A Proposition of Outside Seismic Retrofit for Existing RC Building : Part-1 The Concept and the Design Method
Full Text:
CiNii
|
721-722
|
|
23362 A Proposition of Outside Seismic Retrofit for Existing RC Building : Part-2 The Element Experiment of Joint
Full Text:
CiNii
|
723-724
|
|
23363 Structural Seismic Strengthening of R/C Columns for Apartment Buildings : Part 4. Behavior of Existing Column with Wing Wall under Repeating Load
Full Text:
CiNii
|
725-726
|
|
23364 Structural Seismic Strengthening of R/C Columns for Apartment Buildings : Part 5 Behavior of Strengthened Columns with Wing Wall under Repeating Load
Full Text:
CiNii
|
727-728
|
|
23365 Structural Seismic Strengthening of R/C Columns for Apartment Buildings : Part 6 Behavior of fully Strengthened R/C Frame with Wing Wall under Repeating Load
Full Text:
CiNii
|
729-730
|
|
23366 Structural Seismic Strengthening of Columns for Apartment Building : Part 7 Share Ratio of Shear Force
Full Text:
CiNii
|
731-732
|
|
23367 SEISMIC PERFORMANCE OF RETROFITTED RC SLAB CONNECTED WITH STRENGTHENING FRAME
Full Text:
CiNii
|
733-734
|
|
23368 Performance Test of Anchor Bearing Method of Energy Absorbing Brace for Top of Balcony
Full Text:
CiNii
|
735-736
|
|
23369 Shearing and Torsional Tests on Beam End of Existing Frame Installing Outer Braces : Part. 1 Outline of Test
Full Text:
CiNii
|
737-738
|
|
23370 Shearing and Torsional Tests on Beam End of Existing Frame Installing Outer Braces : Part 2 Test Result and Consideration
Full Text:
CiNii
|
739-740
|
|
23371 Study on Seismic Retrofit for Existing R/C Building Using Energy Dissipative Braces : Part 1 Torsional Failure Behavior of R/C Beam End
Full Text:
CiNii
|
741-742
|
|
23372 Study on Seismic Retrofit for Existing R/C Building Using Energy Dissipative Braces : Part 2 Failure Behavior of Brace-end Connection with R/C Frame
Full Text:
CiNii
|
743-744
|
|
23373 Seismic Retrofitting of School Buildings by means of Exterior Brace Absorbing Energy
Full Text:
CiNii
|
745-746
|
|
23374 Seismic Strengthening of Existing RC Buildings by Outer-Frame with Seismic Control Device
Full Text:
CiNii
|
747-748
|
|
23375 Seismic Strengthening of Existing RC Buildings by Outer-Frame with Seismic Control Device
Full Text:
CiNii
|
749-750
|
|
23376 Experimental Study on Seismic Retrofit for Existing R/C Building by using CHS Bracing : Part 7. Effectiveness of Out-of-Plane strengthening
Full Text:
CiNii
|
751-752
|
|
23377 Buildings Research on New Outside strengthening method Contained Steel Plate Concrete Member : (Part 8) Reversed Cyclic Loading Tests of Brace
Full Text:
CiNii
|
753-754
|
|
23378 Buildings Research on New Outside strengthening method Contained Steel Plate Concrete Member : (Part 9) Strength of Brace
Full Text:
CiNii
|
755-756
|
|
23379 Behavior of RC Frames Strengthening with Braces of Low Yield Strength Steel : Part 1 Outlines of Tests
Full Text:
CiNii
|
757-758
|
|
23380 Behavior of RC Frames Strengthening with Braces of Low Yield Strength Steel : Part 2 Results of Tests
Full Text:
CiNii
|
759-760
|
|
23381 The exisiting SRC building retrofited with oil damper : Part. 1 Measurement of reduced load for long times with unbond-PC
Full Text:
CiNii
|
761-762
|
|
23382 Behavior of RC Frames Strengthening with Oil Damper
Full Text:
CiNii
|
763-764
|
|
23383 Seismic Behaviors of Adjacent Buildings During Earthquakes
Full Text:
CiNii
|
765-766
|
|
23384 A Study on Seismic Retrofit Design Method of Reinforced Concrete Buildings with Steel Damper
Full Text:
CiNii
|
767-768
|
|
23385 Improvement of Earthquake Responses Performance of Buildings Using Hysteretic Damper : (Part 4) On the Formulation Based on Energy Balance in Case of Paralleling Factors with Elasto-Plastic Force-Displacement Relations
Full Text:
CiNii
|
769-770
|
|
23386 Improvement of Earthquake Responses Performance of Buildings Using Hysteretic Damper : (Part 5) Study on Necessary Capacity for Seismic Strengthening
Full Text:
CiNii
|
771-772
|
|
23387 Seismic Strengthening by Pre-compressed Concrete Brace : Part 1 Outline
Full Text:
CiNii
|
773-774
|
|
23388 Seismic Strengthening by Pre-Compressed Concrete Brace : Part 2 Tests
Full Text:
CiNii
|
775-776
|
|
23389 Seismic Strengthening by Pre-Compressed Concrete Brace : Part 3 Analysis and General Conclusion
Full Text:
CiNii
|
777-778
|
|
23390 Seismic Retrofit Method Using Steel Brace have a Simplified Connection with RC Frame : Part 2 Shear Strength Calculation of Frame
Full Text:
CiNii
|
779-780
|
|
23391 Seismic Retrofit Method Using Steel Brace have a Simplified Connection with RC Frame : Part 3 Design Method of Anchor and Evaluation of Ductility
Full Text:
CiNii
|
781-782
|
|
23392 Seismic Retrofit Method Using Steel Brace have a Simplified Connection with RC Frame : Part 4 Design of Wall-Girder Type Joint and Modeling of Non-linear Characteristics
Full Text:
CiNii
|
783-784
|
|
23393 Bond Splitting Strength of Reinforced Concrete Members Confined with FRP Sheets : Part. 7 The Calculation of the observed shear forces at bond splitting failure
Full Text:
CiNii
|
785-786
|
|
23394 Bond Splitting Strength of RC Members Confined with FRP Sheets : Effect of the Number of Longitudinal Bars
Full Text:
CiNii
|
787-788
|
|
23395 Evaluation of Ductility of Strengthened R/C Columns using CFRP Sheets and Steel Plates
Full Text:
CiNii
|
789-790
|
|
23396 Seismic Effect of the Carbon Fiber Sheets for Seismic Performance of Retrofitting Beam-Column Joints : Part 1 Outline of Tests
Full Text:
CiNii
|
791-792
|
|
23397 Effect of the Carbon Fiber Sheets for Seismic Performance of Retrofitting Beam-Column Joints : Part 2 Results of Energy Absorbing Capacity
Full Text:
CiNii
|
793-794
|
|
23398 Experimental Study on RC Columns with orthogonal walls Retrofitted using Carbon Fiber Sheets : Part 1 Anchorage of Carbon Fiber Sheets with Steel Plate
Full Text:
CiNii
|
795-796
|
|
23399 Experimental Study on RC Columns with orthogonal walls Retrofitted using Carbon Fiber Sheets : Part 2 Structual Performance of RC Columns with orthogonal walls
Full Text:
CiNii
|
797-798
|
|
23400 Seismic Performance of RC Columns with Wing Walls Jacketed by Glass Fiber Reinforced Plastic Sheets
Full Text:
CiNii
|
799-800
|
|
23401 Shear Strength of RC Beams Strengthened by U-Shape Steel Plate An Inference of Strength by Partial Test
Full Text:
CiNii
|
801-802
|
|
23402 Experimental study on cylindrical seismic strengthening for existing R/C rectangular columns : Part 3 Cyclic loading test under high axial load
Full Text:
CiNii
|
803-804
|
|
23403 Experimental Study on a Seismic Strengthening of RC Columns with Polyester fiber sheet : Part 1 Results on the Purism Tests
Full Text:
CiNii
|
805-806
|
|
23404 Experimental Study on a Seismic Strengthening of RC Columns with Polyester Fiber Sheet : Part 2 The Outline of The Columns Experiment and The Experiment Results of The Columns with The Low Strength Concrete
Full Text:
CiNii
|
807-808
|
|
23405 Experimental study on a seismic strengthening of RC columns with Polyester fiber sheet : Part 3 Result and Discussions on the Normal Strength Concrete Column Test
Full Text:
CiNii
|
809-810
|
|
23406 Experimental Study on a Seismic Strengthening of RC Columns with Polyester Fiber Sheet : Part 4 Analysis by Fiber Moderu
Full Text:
CiNii
|
811-812
|
|
23407 Experimental Study on a Seismic Strengthening of RC Columns with Polyester Fiber Sheet : Part 5 Evaluation of Shear Strength
Full Text:
CiNii
|
813-814
|
|
23408 Shaking table test on piloties-type structures with eccentricity : Part 1 An outline of test
Full Text:
CiNii
|
815-816
|
|
23409 Shaking table test on piloties-type structures with eccentricity : Part 2 Responses and damage procedures
Full Text:
CiNii
|
817-818
|
|
23410 Shaking table test on piloties-type structures with eccentricity : Part 3 Effectiveness of SRF method
Full Text:
CiNii
|
819-820
|
|
23411 Shaking table test on piloties-type structures with eccentricity : Part 4 Monitoring of response drifts with seismograms
Full Text:
CiNii
|
821-822
|
|
23412 Seismic Retrofit of Extreme Short RC Columns by Prestressed Aramid Fiber Belt under High Axial Compression
Full Text:
CiNii
|
823-824
|
|
23413 Emergency Retrofit of Extreme Short RC Columns by Prestressed Aramid Fiber Belt
Full Text:
CiNii
|
825-826
|
|
23414 Experimental Study on Seismic Behavior of RC Columns by Permanent Formwork Panel and CFRP
Full Text:
CiNii
|
827-828
|
|
23415 Emergency Retrofit of Extreme Short Columns Using PC Rod Prestressing
Full Text:
CiNii
|
829-830
|
|
23416 Seismic Retrofit by PC Rod Prestressing for Extreme Short Columns under High Axial Compression
Full Text:
CiNii
|
831-832
|
|
23417 Seismic Retrofit by PC Rod Prestressing for Extreme Short Columns Coated with Mortar or Plaster
Full Text:
CiNii
|
833-834
|
|
23418 An Experimental Investigation on Seismic Performance of RC Column with Spandrel Walls or Wall Girders by PC Rod Prestressing
Full Text:
CiNii
|
835-836
|
|
23419 Study on Upgrading Seismic Performance of R/C Buildings with Soft-Story : Part 1 Field Investigation of Buildings with Soft-Story in Oita City
Full Text:
CiNii
|
837-838
|
|
23420 Study on Upgrading the Seismic Performance of R/C Buildings with Soft-Story : Part 2 Seismic Examination and Push-over Analysis of R/C Buildings with Soft-Story in Oita City
Full Text:
CiNii
|
839-840
|
|
23421 Earthquake Response Analysis of Three RC Space Frame Considering Up・Lift of Multistory Steel Brace
Full Text:
CiNii
|
841-842
|
|
23422 Influence of Discontinuity of Failure mode to Seismic Capacity of Reinforced Concrete Buildings
Full Text:
CiNii
|
843-844
|
|
23423 Research Study on Evaluation of Lateral Rigidity of Each Floor in Building by Microtremor Measurement
Full Text:
CiNii
|
845-846
|
|
23424 Research on Seismic Evaluation and Retrofit of Existing RC & SRC Buildings : Part 23 Analysis on The Result of Seismic Diagnosis (2nd-screening) Existing RC Mid-to-Low-Rise Apartment Houses
Full Text:
CiNii
|
847-848
|
|
23425 Research on Seismic Evaluation and Retrofit of Existing RC & SRC Buildings : Part 24 Seismic Performance of Beam-to-Column Joints of Medium-to low Apartments
Full Text:
CiNii
|
849-850
|
|
23426 Research on Seismic Evaluation and Retrofit of Existing RC & SRC Buildings : Part 25 Evaluation Method of the column with Big Side Walls in the Second Screening Seismic Diagnosis of Mid-to-Low Rise Apartment
Full Text:
CiNii
|
851-852
|
|
23427 Research on Seismic Evaluation and Retrofit of Existing RC & SRC Building : Part 26 Average Seismic Retrofit Amount in School Buildings
Full Text:
CiNii
|
853-854
|
|
23428 Seismic performance of the existent reinforced concrete apartment type buildings : relation between area of wall and column and Is value
Full Text:
CiNii
|
855-856
|
|
23429 Investigation on Seismic Capacity and Retrofitting of Existing R/C School Buildings : Part 1 Seismic Capacity of Existing R/C School Buildings
Full Text:
CiNii
|
857-858
|
|
23430 Investigation on Seismic Capacity and Retrofitting of Existing R/C School Buildings : Part 2 Retrofit Schemes
Full Text:
CiNii
|
859-860
|
|
23431 Seismic Capacities of RC buildings in the Republic of Turkey
Full Text:
CiNii
|
861-862
|
|
23432 Seismic Performance of Existing Reinforced Concrete Buildings in Hokkaido : Part 1 Evaluation of Seismic Performance of Existing Buildings
Full Text:
CiNii
|
863-864
|
|
23433 Seismic Performance of Existing Reinforced Concrete Buildings in Hokkaido : Part 2 Estimation of Earthquake Damage Based on the Damage Caused by Previous Earthquakes
Full Text:
CiNii
|
865-866
|
|
23434 Seismic Assessment of Existing RC School Buildings in Tokyo : (Part 1) Outline of Buildings and Property of Concrete
Full Text:
CiNii
|
867-868
|
|
23435 Seismic Assessment of Existing RC School Buildings in Tokyo : (Part 2) Is Value and Outline of Antiseismic Reinforcement
Full Text:
CiNii
|
869-870
|
|
23436 Seismic Assessment of Existing RC School Buildings in KS City : (Part 1) Is Value and Seismic Strengthening
Full Text:
CiNii
|
871-872
|
|
23437 Seismic Assessment of Existing RC School Buildings in KS City : (Part 2) Earthquake Damage and Seismic Strengthening Cost
Full Text:
CiNii
|
873-874
|
|
23438 A Study on Seismic Capacity of Existing RC School Buildings in Chugoku Region (Part 4)
Full Text:
CiNii
|
875-876
|
|
23439 A Study on Seismic Capacity of Existing RC School Buildings in Chugoku Region (Part 5)
Full Text:
CiNii
|
877-878
|
|
23440 Study on Seismic Diagnosis DATA of Public Buildings in Hyogo Prefecture
Full Text:
CiNii
|
879-880
|
|
23441 Study on Seismic Performance of Existing Reinforced Concrete Buildings in Oita Prefecture : Part 4 Comparison of Seismic Performance of Existing Buildings before and after Strengthening Based on Database of Seismic Strengthening Design
Full Text:
CiNii
|
881-882
|
|
23442 Studies on Results of Diagnosis of Seismic Safety and Seismic Retrofit Technique for Existing Buildings in Fukuoka and Saga Prefecture
Full Text:
CiNii
|
883-884
|
|
23443 Estimation of Earthquake Maximum Response of R/C Frame Structures Using Nonlinear Static Analyses
Full Text:
CiNii
|
885-886
|
|
23444 Method of Conversion to Single Degree of Freedom for RC Building with Multi-Story Shear Wall
Full Text:
CiNii
|
887-888
|
|
23445 A Simplified Nonlinear Analysis Procedure for Multi-Story Asymmetric
Full Text:
CiNii
|
889-890
|
|
23446 Seismic Reliability Evaluation of a R/C Frame Structure Designed by Current AIJ Standard : Part1 Evaluation of Seismic Reliability Based on Limit State Design Guidelines
Full Text:
CiNii
|
891-892
|
|
23447 Seismic Reliability Evaluation of a R/C Frame Structure Designed by Current AIJ Standard : Part2 The Verification of the Limit States Design and the Evaluation of Structural Damage by the Dynamic Response Analysis
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893-894
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23448 An Experimental Study on Seismic Performance and Damage Estimation of Existing RC School Building
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895-896
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23449 Seismic Screening Evaluation and Its Verification by Dynamic Response Analysis Using a School Building in The Philippines : Part 1 The 2nd Screening Evaluation and Responses of Mass-spring-dashpot Model
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897-898
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23450 Seismic Screening Evaluation and Its Verification by Dynamic Response Analysis Using a School Building in The Philippines : Part 2 The 3rd Screening Evaluation and Responses of Frame Model
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899-900
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23451 Seismic Responses of Retrofitted Old Buildings : Part1 Outline of Analysis
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901-902
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23452 Seismic Responses of Retrofitted Old Buildings : Part2 Discussions on Analytical Results
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903-904
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23453 A Method of Design with Story-Shear-Factor for RC Frame Structure Evaluation of Story Response Displacement
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905-906
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23454 Damage Control Design of RC tall Buildings
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907-908
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23455 Shape Index of Reinforced Concrete Buildings based on Energy Concept
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909-910
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23456 Seismic Performance Design Method Based on Energy for RC Building : Part 1 Design Concept and Outline of the Application on Proposed Method
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911-912
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23457 Seismic Performance Design Method Based on Energy for RC Building : Part 2 The Intensity of Earthquake for Design
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913-914
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23458 Seismic Performance Design Method Based on Energy for RC Building : Part 3 Estimation of Maximum Story Drift for R/C Frame Structure with Weak-beams
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915-916
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23459 Seismic Performance Design Method Based on Energy for RC Building : Part 4 The Estimation of The Maximum Deformation for RC Building with Weak Story
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917-918
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23460 Seismic Performance Design Method Based on Energy for RC Building : Part 5 Seismic Response Control Method for RC Building with Weak Beam Type
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919-920
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23461 Seismic Performance Design Method Based on Energy for RC Building : Part 6 Seismic Response Control Method for RC Building with Soft First Story
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921-922
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23462 Studies of Performance Based Seismic Design for Buildings
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923-924
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23463 Seismic Drift Demand for RC Buildings with Weak First Story Based on Story Strength Variation
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925-926
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23464 New index to classify the collapse mechanism of soft-first-story structures : Part 1 Classification of the collapse mechanism
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927-928
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23465 Seismic Response Reduction of RC Building with Soft-First Story : Part.1 Analytical Study of 6 story building
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929-930
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23466 Pushover Analyses Considering Shear Softening of Reinforced Concrete Shear Walls
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931-932
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23467 Dynamic behavior and design stress of high-rise RC building with core wall
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933-934
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23468 Seismic Design Method of Super High Performance RC High-rise Housing System : Part 6 Study of Displacement Control by Hybrid Damping Members
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935-936
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23469 Survey about the axial stress of column type with low yield steel damper under construction in RC building
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937-938
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23470 Feasibility Study on Seismic Performance of Super High-rise Reinforced Concrete Buildings with Oil Damper System : Part 1 Effect of Oil Damper System on Dynamic Response
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939-940
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23471 Feasibility Study on Seismic Performance of Super High-rise Reinforced Concrete Building with Oil Damper System : Part 2 Effects of Young's Models and Yielding Deformation on Dynamic Response
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CiNii
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941-942
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23472 Feasibility Study on Seismic Performance of Super High-rise Reinforced Concrete Buildings with Oil Damper System : (Part 3) Steel Band in Concrete Members to Fix the Oil Damper
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943-944
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23473 Pushover Analysis of Mixed Building Structures with Varies Lower Stories
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945-946
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23474 Analytical Study on Seismic Safety of Shear Wall Frame with Opening (Part 1)
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947-948
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23475 Analytical Study on Seismic Safety of Shear Wall Frame with Opening (Part 2)
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CiNii
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949-950
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23476 Studies on nonlinear static analysis of wall-type precast concrete panel houses : Part1 Outline of nonlinear static analysis for shearing walls
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CiNii
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951-952
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23477 Studies on nonlinear static analysis of wall-type precast concrete panel houses : Part2 Results of nonlinear static analysis for shearing walls
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953-954
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23478 Studies on nonlinear static analysis of wall-type precast concrete panel houses : Part 3 Results of nonlinear static analysis for a full-scale house
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CiNii
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955-956
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23479 Non-linear FEM Analysis of R/C Frame with Non-structural Slitted Wall
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957-958
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23480 Possibility and superiority of high strength RC framework
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959-960
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23481 Effect of Seismic Damage Accumulation on Life Cycle Repairing Cost of R/C Buildings : (Part 1) Proposal for Process of Repairing Cost Estimation
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CiNii
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961-962
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23482 Effect of Seismic Damage Accumulation on Life Cycle Repairing Cost of R/C Buildings : (Part 2) Examination of Seismic Damage Accumulation Effect
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963-964
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23483 Earthquake Response analyses of Highrise Building with Diagonal Vibration Mode
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CiNii
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965-966
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23484 Response of RC Buildings Subjected to Earthquake Motions from Arbitrary Directions
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967-968
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23485 A Study on Influence of Methods to Remove Unbalanced Forces on Accuracy of Earthquake Response Analysis
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CiNii
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969-970
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23486 A Three-Way Earthquake Response Analysis of Three-Dimensional RC Frame of which Column Bases Fiber-Model is applied to
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971-972
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23487 Earthquake Response Analysis with Three-dimensional Restoring Force Model of R/C Structures by Using the Plastic Theory : (Part 1) Proposition of Restoring Force Model
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973-974
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23488 Earthquake Response Analysis with Three-dimensional Restoring Force Model of R/C Structures by Using the Plastic Theory : (Part 2) Proposition and verification of Restoring Force Model
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CiNii
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975-976
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23489 Earthquake Response Analysis with Three-dimensional Restoring Force Model of R/C Structures by Using the Plastic Theory : (Part 3) Modification of the Restoring Force Model of Previous Study
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977-978
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23490 Earthquake Response Analysis with Three-dimensional Restoring Force Model of R/C Structures by Using the Plastic Theory : (Part 4) Earthquake Response Analysis
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979-980
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23491 Dynamic Collapse Analyses of Buildings with Ductile R/C Columns
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981-982
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|
23492 Analytical Study through Macro Model on Strain Compatibility Factor and Equivalent Length of Plastic Hinge Zone of PC Beam Assembled by Prestressing
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CiNii
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983-984
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23493 Elasto-plastic analysis of PCa・PC framed shear walls
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985-986
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23494 Structural Performance of Precast Prestressed Concrete Beam on Pretension System : Part 1 Test Plan and Bond Behavior at Prestressing
Full Text:
CiNii
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987-988
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23495 Structural Performance of Precast Prestressed Concrete Beam on Pretension System : Part 2 Bond Characteristic of PC Steel after Earthquake
Full Text:
CiNii
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989-990
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23496 Experimental Study on Shear Behavior of Precast Prestressed Concrete Beams : Part 4 Discussion of Test Results
Full Text:
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991-992
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23497 Experimental Study on Shear Behavior of Precast Prestressed Concrete Beams : Part 5 Discussion of Ultimat Shear Strength of Test Beams
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993-994
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23498 Experimental Studies on Composite Slabs with Step-shaped Consisted of Precast Core Panels
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CiNii
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995-996
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23499 Influence of Type of Prestressing Steel on Strength and Deformation of PC Beam Column Joint : Part 1 Outline of Experiment
Full Text:
CiNii
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997-998
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23500 Influence of Type of Prestressing Steel on Strength and Deformation of PC Beam Column Joint : Part 2 Results of Experiment
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999-1000
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23501 Experimental Study on Effect of Beam-Column joint on Restoring Force Characteristics of PC Beams : Part 1 Outline of Test and Test Results
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CiNii
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1001-1002
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23502 Experimental Study on Effect of Beam-Column joint on Restoring Force Characteristics of PC Beams : Part 2 Hysteretic Behavior
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1003-1004
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23503 Load-Displacement Characteristics for Precast Prestressed Concrete Frames with Unbonded PT steels
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CiNii
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1005-1006
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23504 Consideration about outside beam-column joint strength of existing prestressed concrete buildings
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1007-1008
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23505 Shear Transfer of the Joint between Precast Concrete Members with High Level Prestress and High Strength Concrete : Push-Off Shear Transfer Experiment
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1009-1010
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23506 Shear Transfer of the Joint between Precast Concrete Members with High Level Prestress and High Strength Concrete : A Discrete Limit Analysis Using RBSM
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1011-1012
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23507 Design for a High-Rise Prestressed Precast Concrete Housing with Base Isolation Systems : Part-1 Structural Planning
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1013-1014
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23508 Design for a High-Rise Prestressed Precast Concrete Housing with Base Isolation Systems : Part-2 Verification by Incremental Load Analysis
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1015-1016
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23509 Design for a High-Rise Prestressed Precast Concrete Housing with Base Isolation Systems : Part-3 Verification by Dynamic Response Analysis
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1017-1018
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|
23510 COF and Collapse Mechanism for PC Framed Structures under Consideration of Variations of Flexural Strength of Members
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1019-1020
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|
23511 Study for the Theoretical Calculation of Precast Prestressed Reinforced Concrete Composite Beams : Part 4 Cost Performance of Prestressing Force and Effective Application of Preserved Compressive Stress
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1021-1022
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23512 Experimental Study on the high seismic performance of wall members in Reinforced concrete boxed wall-structure : Part 5 Effect of high strength concrete
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1023-1024
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23513 Hysteretic Damping of Reinforced Concrete Box-Shape Wall Buildings
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1025-1026
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|
23514 The Investigation Study about the Seismic-Resistant Ability of the Mass Production Public Housing-Type Construction Concrete Building : Part 1 Investigation Effect and Time Index
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1027-1028
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23515 The Investigation Study about the Seismic-Resistant Ability of the Mass Production Public Housing-Type Construction Concrete Building : Part 2 The examination of the Seismic-Resistant Ability
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1029-1030
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|
23516 Structural Design of Sustainable Dwelling Unit
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1031-1032
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23517 Decrease in Strength Caused by Joints : Part 1 Testing Program and Results
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1033-1034
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23518 Decrease in Strength Caused by Joints : Part 2 Consideration and Conclusion
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1035-1036
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23519 Development of Retrofitting Reinforced Masonry Infield Shear Wall : Part 1 Experimental Study on Joint between RC and RM
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1037-1038
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23520 Development of Retrofitting Reinforced Masonry Infield Shear Wall : Part 2 Diagonal Test
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1039-1040
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23521 Study on compressive strength and behavior of fully grouted concrete masonry prisms : Part 2 Preliminary examination on the effect of mechanical properties of materials in fully grouted concrete masonry prisms on the compressive strengths of prisms
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1041-1042
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23522 Evaluation of seismic performance of reinforced fully grouted concrete masonry wall : Part 3 Discussion on ultimate strengths
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1043-1044
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23523 Experimental study on effect of aspect ratio of wall on seismic behavior of grouted masonry walls : Part 5 Experiment outline of wall specimens with sliding strengthening and vertical axial loads as parameters
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1045-1046
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23524 Experimental study on effect of aspect ratio of wall on seismic behavior of grouted masonry walls : Part 6 Discussion on test results of wall specimens with sliding strengthening and vertical axial loads as parameters
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1047-1048
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|
23525 Structural Performance of Interlock Concrete Block Masonry Walls : Part 2 Experimental results on masonry wall specimens
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1049-1050
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|
23526 Simulation Analysis of Composite Block Masonry Wall by Rigid Body Spring Model
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1051-1052
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|
23527 Experimental Study for Developing a Seismic Confined Masonry Wall System : Part 14 Cyclic loading tests of wall specimens with different amount of main reinforcing bars in confining columns
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1053-1054
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|
23528 Experimental Study for Higher Seismic Performance of Masonry Walls : Part 4 Experimental results on two- and three-dimensional specimens
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1055-1056
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|
23529 Experimental Study on Mechanical Behavior of Concrete Masonry Garden Walls
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1057-1058
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|
23530 Mechanical characteristics of the structure by analogy with microstructure of Itacolumite : Part 1 Outline of construction method and hysteretic characteristics of DUP wall
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1059-1060
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23531 Mechanical characteristics of the structure by analogy with microstructure of Itacolumite : Part 2 About the condition of the structural design against shearing force and initial stiffness of DUP wall
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1061-1062
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23532 Mechanical characteristics of the structure by analogy with microstructure of Itacolumite : Part 3 Discussion on the ultimate strength of the DUP wall
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1063-1064
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|
23533 Study on Actual Condition of Reinforced Concrete Buildings Using Reinforced Concrete Block Bearing Walls in Okinawa
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1065-1066
|
|
23534 Study on Seismic Behavior of Reinforced Concrete Buildings Using Reinforced Concrete Block Bearing Walls in Okinawa
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1067-1068
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|
23535 Investigation on Structural Kinds of Houses in the Okinawa Island : Part 1 Outline of Investigation
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1069-1070
|
|
23536 Investigation on Structural Kinds of Houses in the Okinawa Island : Part 2 The Period of Construction and Structural Kinds
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1071-1072
|
|
23537 Field Investigation Report on Damage to Masonry Buildings Caused by the El Salvador Earthquake of January 13, 2001 : Part 1 Brief description of the earthquake and outline of field investigation
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1073-1074
|
|
23538 Field Investigation Report on Damage to Masonry Buildings Caused by the El Salvador Earthquake of January 13, 2001 : Part 2 Damage to masonry buildings
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1075-1076
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