| 1. |
Shintaro MATSUO, Ryu HIGUCHI and Nobuyuki YASUI, STUDY ON SIMPLIFIED REINFORCEMENT METHOD FOR WIDE FLANGE BEAMS WITH WEB OPENING, 12th Pacific Structural Steel Conference (PSSC'19), 2019.11. |
| 2. |
Study on Slip Coefficient in High-strength Bolted Joints with Ductile Iron Base Metal. |
| 3. |
Development of an Evaluation Method for Impact Resistant Capacity of Concrete Filled Steel Tubular Members and Verification of The Validity : Part1. Experimental Plan and Experimental Result. |
| 4. |
Development of an Evaluation Method for Impact Resistant Capacity of Concrete Filled Steel Tubular Members and Verification of the Validity : Part2. Verification by Analysis and a Proposal of Evaluation Method. |
| 5. |
Experimental Study on Beam-to-Square CFT Column Connection with Built-in Reinforcements : Part6 Outline and Result of Loading Test of Cruciform-Shaped Specimen utilizing CFT Column with High Strength Steel. |
| 6. |
Development of Stress-Strain Curve for H-section Steel Beam with Strength Deterioration Cause of Beam-End-Fraction in the Welded Beam-to-Column Connection of the Steel Structures. |
| 7. |
22372 Cyclic Loading Test of High Strength Steel Square Tube Column to Beam Connections with Exterior Diaphragm : Part1. Modification of Evaluation Formula of Elastic Stiffness and Strength and Outlines of Loading Tests. |
| 8. |
22373 Cyclic Loading Test of High Strength Steel Square Tube Column to Beam Connections with Exterior Diaphragm : Part2. Comparison between CaluculationValue and Results of Loading Tests. |
| 9. |
22380 Structural Performance Evaluation of Composite Beam-to-Column Connection with Exterior Diaphragms : Part1 The outline and results of the tests. |
| 10. |
22381 Structural Performance Evaluation of Composite Beam-to-Column Connection with Exterior Diaphragms : Part2 Method of Calculating Strength. |
| 11. |
22382 Experimental Study on Beam-to-Column Bolted Joint System with Ductile Iron Connectors : Part 1. Outline of Loading Test. |
| 12. |
22383 Experimental Study on Beam-to-Column Bolted Joint System with Ductile Iron Connectors : Part2.Test Results. |
| 13. |
22517 Tightening Test of High Strength Bolt by New Yield Point Method : Influence of Torque Coefficient and Preliminary Tightening. |
| 14. |
22647 Evaluation for Damage Characteristics of High-rise Buildings under Severe Earthquake by Analysis Model Considering Strength Deterioration of Structural Members : Part1.Ultimate Seismic Capacity of Fishbone-shaped Frame under Extreme Earthquake Consi. |
| 15. |
22648 Evaluation for Damage Characteristics of High-rise Buildings under Severe Earthquakes by Analysis Model Considering Strength Deterioration of Structural Members : Part2. Time History Analysis of High-rise Steel Beam-Reinforced Concrete Column Buildi. |
| 16. |
22699 A Study on Development of an Evaluation Method for Impact Resistant Capacity of Concrete Filled Steel Tubular Members : Part1. Experimental Outline and Result. |
| 17. |
22700 A Study on Development of an Evaluation Method for Impact Resistant Capacity of Concrete Filled Steel Tubular Members : Part2. Impact Response Analysis and a Proposal of Evaluation Method. |
| 18. |
22711 Elasto-Plastic Behavior of Beam-to-Concrete Filled Square Steel Tube Column Connection Panel with exterior diaphragms with Concrete Slab. |
| 19. |
22713 Experimental Study on Beam-to-Square CFT Column Connection with Built-in Reinforcements : Part4 Outline of the Adiitional Experiment and Experimental Analysis. |
| 20. |
22714 Experimental Study on Beam-to-Square CFT Column Connection with Built-in Reinforcements : Part5 Experimental Analysis and Method of Calculating Elastic Rigidity of CFT Column Joint with Built-in Reinforcements. |
| 21. |
MOU Ben, IKEDA Ryusuke and MATSUO Shintaro, Elasto-plastic Behavior of Offset H Shaped Steel Beam to Concrete Filled Square Steel Tube Column Connection Panel with Exterior Diaphragms (Part 4. Improved collapse mechanism and validation for formulae), 日本建築学会研究報告九州支部, 2015.03. |
| 22. |
Elasto-Plastic Behavior of Offset Beam-to-Concrete Filled Square Steel Tube Column Connection Panels with Exterior Diaphragms(Part 5)Outline and Results of Loading Test of Interior Beam-to-Column Connection with Concrete Slab. |
| 23. |
Elasto-Plastic Behaviors of Composite Beam-to-Column Connection with Exterior Diaphragms(Part 1)The outline and results of the tests. |
| 24. |
Elasto-Plastic Behaviors of Composite Beam-to-Column Connection with Exterior Diaphragms(Part 2)Results of the tests and a Method of Calculating Strength. |
| 25. |
Experimental Study on Beam-to-Column Bolted Joint System with Ductile Iron Connectors(Part 1)Outline of Loading Test. |
| 26. |
Experimental Study on Beam-to-Column Bolted Joint System with Ductile Iron Connectors(Part 2)Test Results. |
| 27. |
Experimental Investigation of the Influence Factors on the Behavior of CFT Members under Impact Load and Proposal for the Analysis Model(Part 1)Experimental Plan and Static Experimental Result. |
| 28. |
Experimental Investigation of the Influence Factors on the Behavior of CFT Members under Impact Load and Proposal for the Analysis Model(Part 2)Impact Experimental Result and Consideration. |
| 29. |
Experimental Investigation of the Influence Factors on the Behavior of CFT Members under Impact Load and Proposal for the Analysis Model(Part 4)Impact Response Analysis for CFT Members. |
| 30. |
Evaluation for Damage Characteristics of High-rise Buildings by Analysis Model Considering Strength Deterioration of Structural Members(Part 1)Effect of Column Overdesign Factor on Deformation concentration phenomena in Steel High-rise Buildings. |
| 31. |
Evaluation for Damage Characteristics of High-rise Buildings by Analysis Model Considering Strength Deterioration of Structural Members(Part 2)Effects of brittle fractures at beam-ends in the steel beam to column connections exerted on the seismic perform. |
| 32. |
Evaluation for Damage Characteristics of High-rise Buildings by Analysis Model Considering Strength Deterioration of Structural Members(Part 3)Modelization of Steel Beam-Reinforced Concrete Column Structure and Validation of Analysis Accuracy. |
| 33. |
Experimental Study on beam-to-square CFT column connection with built-in reinforcements(Part 3)Stress transferring mechanism and Yield strength. |
| 34. |
Pull Out Behavior of High Strength Reinforcing Bar with Anchorage Plate installed in Concrete Filled Square Tube(Part 3)Effect of Eccentric of Reinforcing Bar and Width-to-Thickness Ratio of Square Tube. |
| 35. |
EFFENDI Mahmud Kori, MINAMI Kosho, KAWAGUCHI Hiromitsu, KAWANO Akihiko, NINAKAWA Toshihiko, TSUDA Keigo, KIDO Masae, A Study on the Impact Resistant Capacity of Concrete Filled Steel Tubular Members under Tsunami Flotsam Impact (Part 3. FEM Analysis- Static Loading of Concrete Filled Steel Tubular Members), 日本建築学会大会, 2014.09. |
| 36. |
MOU Ben, IKEDA Ryusuke, MATSUO Shintaro, KAWANO Akihiko, Elasto-plastic Behaviors of Offset Beam to Concrete Filled Square Steel Tube Column Connection Panel with exterior Diaphragms (Part 3. Simulation of the experimental results by using finite element method analysis), 日本建築学会大会, 2014.09. |
| 37. |
22374 Evaluation of Elastic Stiffness and Yield Strength of High Strength Steel Square Tube Column to Beam Connections with Exterior Diaphragm : Part1. Outlines of FEM Analysis and Loading Tests and Plastic Analysis. |
| 38. |
22375 Evaluation of Elastic Stiffness and Yield Strength of High Strength Steel Square Tube Column to Beam Connections with Exterior Diaphragm : Part2. Calculations of Elastic Stiffness and Yield Strength. |
| 39. |
22376 Evaluation of Elastic Stiffness and Yield Strength of High Strength Steel Square Tube Column to Beam Connections with Exterior Diaphragm : Part3. Comparison between Calculation Value and Results of FEM Analysis and Loading Tests. |
| 40. |
22615 Evaluation for Damage Characteristics of Existent High-rise Buildings under Severe Earthquakes (Part1. Validation of Analysis Accuracy with Shaking Table Test). |
| 41. |
22616 Evaluation for Damage Characteristics of Existent High-Rise Building under Severe Earthquakes (Part2.Effects of brittle fractures at beam-ends in the steel beam to column connections exerted on the seismic performance of high-rise steel structures). |
| 42. |
22617 Evaluation for Damage Characteristics of Exisitent High-rise Buildings under Severe Earthquakes (Part3. Damage Reduction Effect for Exisiting High-rise Buildings Retrofitted by Hysteretic Dampers). |
| 43. |
22618 Evaluation of Damage Characteristics of Existent High-rise Buildings under Severe Earthquakes (Part4. Time History Analysis of High-rise Reinforced Concrete Buildings using High Strength Materials). |
| 44. |
22724 An Study on the Impact Resistant Capacity of Concrete Filled Steel Tubular Members under Tsunami Flotsam Impact (Part1. Experimental Plan). |
| 45. |
22725 A Study on the Impact Resistant Capacity of Concrete Filled Steel Tubular Members under Tsunami Flotsam Impact (Part2. Experimental Result and Consideration). |
| 46. |
22728 Pull Out Behavior of High Strength Reinforcing Bar with Anchorage Plate installed in Concrete Filled Square Tube Part1 Outline of the Experiment and Experimental Analysis. |
| 47. |
22729 Pull Out Behavior of High Strength Reinforcing Bar with Anchorage Plate installed in Concrete Filled Square Tube Part2 Strength Investigation and Proposal on Concrete Cone Failure Strength Evaluation Formula. |
| 48. |
22730 Experimental Study on Beam-to-CFT Column Connection with Built-in Reinforcing Bars Part1 Outline of Research and Loading tests. |
| 49. |
22731 Experimental Study on beam-to-CFT column connection with built-in reinforcements Part2 The result and consideration of Experiment. |
| 50. |
22732 Elasto-Plastic Behaviors of Offset Beam-to-Concrete Filled Square Steel Tube Column Connection Panels with Exterior Diaphragms Part1.The Outline of Loadhing Test. |
| 51. |
22733 Elasto-Plastic Behaviors of Offset Beam-to-Concrete Filled Square Steel Tube Column Connection Panels with Exterior Diaphragms Part2.The Test Results. |
| 52. |
22735 Elasto-Plastic Behaviors of Offset Beam-to-Concrete Filled Square Steel Tube Column Connectoin Panels with exterior diaphragms Part4.Method of Calculating Full Plastic Strength of Panels. |
| 53. |
Elasto-Plastic Behaviors of Beam-column Connection with Exterior diaphragms under bi-axial loadings(Part 2)Simulation of the experimental results by using finite element method analysis. |
| 54. |
2089 Evaluation of Elastic Stiffness and Yield Strength of High Strength Steel Square Tube Column to Beam Connections with Exterior Diaphragm : Part2. Comparison between Calculation Value and Results of FEM Analysis and Loading Tests. |
| 55. |
EFFENDI Mahmud Kori, ZAITSU Shuhei, KAWAGUCHI Hiromitsu, KAWANO Akihiko, NINAKAWA Toshihiko, MATSUO Shintaro, TSUDA Keigo, KIDO Masae and KUBOTERA Hiroaki, An Experimental Study on the Behavior of Concrete Filled Steel Tubular Members under Tsunami Debris Impact Load Part 3. FEM analysis Analysis- Static Loading of Vacant Tubular Members, 日本建築学会九州支部, 2014.03. |
| 56. |
MOU Ben, IKEDA Ryusuke, TAKEUCHI Takuya, MATSUO Shintaro, KAWANO Akihiko*, Elasto-plastic Behavior of Offset H Shaped Steel Beam to Concrete Filled Square Steel Tube Column Connection Panel with Exterior Diaphragms (Part 3. Simulation of the experimental results by using finite element method analysis), 日本建築学会九州支部, 2014.03. |
| 57. |
Elasto-Plastic Behavior of Beam-to-Column Connection with Exterior Diaphragms under Bi-axial Loadings(Part 1)Outline and results of the tests. |
| 58. |
242 Elasto-Plastic Behaviors of Beam-column Connection with Exterior diaphragms under bi-axial loadings : Part 1 Simulation of the experimental results by using finite element method analysis. |
| 59. |
Evaluation for Damage Characteristics of Existent SRC High-rise Buildings Considering Strength Deterioration of Structural Members. |
| 60. |
An Experimental Study on the Behavior of Concrete Filled Steel Tubular Members under Tsunami Debris Impact load(Part1)Research planning and Experimental overview. |
| 61. |
An Experimental Study on the Behavior of Concrete Filled Steel Tubular Members under Tsunami Debris Impact Load(Part2)Experimental Result and Consideration. |
| 62. |
Pull Out Behavior of High Strength Reinforcing Bar with Anchorage Plate installed in Concrete Filled Square Tube(Part1)Outline of the experiment and fracture modes. |
| 63. |
Pull Out Behavior of High Strength Reinforcing Bar with Anchorage Plate installed in Concrete Filled Square Tube(Part2)Experimental Analysis and Strength Investigation. |
| 64. |
Elasto-Plastic Behaviors of Offset Beam-to-Concrete Filled Square Steel Tube Column Connection Panels with Exterior Diaphragms(Part1)The Outline and Results of Loadhing Test of Interior Beam-Columun Joints. |
| 65. |
Elasto-Plastic Behaviors of Offset Beam-to-Concrete Filled Square Steel Tube Column Connection Panels with Exterior Diaphragms(Part2)A Method of Calculating Strength. |
| 66. |
Shintaro MATSUO, Takuro OYAMADA, Bi-axial Loading Tests of Beam-to-Column Connection with Exterior Diaphragms, 7th International Symposium on Steel Structures (ISSS-2013), 2013.11, Exterior diaphragm type connection, which does not require full penetration weld, is a rational method of connection between beams and columns in terms of high reliability for its seismic performance. All of previous studies on the connection targeted one-direction loading, and the design method has been established. On the other hand, there could be the case that structural designers are required to assume the connections to be input from two perpendicular directions. In this paper, a systematic cyclic loading tests of beam-to-column connection with exterior diaphragms was conducted in order to confirm the effects of various parameters on the connections under two-direction loading. As a result, it mainly revealed that both yield and plastic strength of the connection under bi-axial loading decreased relative to those under one-direction loading.. |
| 67. |
20128 A Case Study on Tsunami Resistant Capacity of Tsunami Shelter Buildings. |
| 68. |
22391 Elastic-plastic behavior of beam-column subassemblages having exterior diaphragms under bi-axial loading. |
| 69. |
22412 Elastic-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and two H-shaped Beams with Exterior Diaphragms : Part3.Methods of Calculating Strength and the Outline of Loading Test of Interior Beam-Column Joints. |
| 70. |
22414 Elasto-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and Two H-shaped Beams with Exterior Diaphragms : Part 5 An proposal of beam joints using height adjustment members and loading tests. |
| 71. |
22699 Evaluation of Seismic Resistant Capacity of Existent High-Rise Buildings under Severe Earthquakes : Part1. Time History Analysis of ExistentHigh-rise Reinforced Concrete Buildings. |
| 72. |
22700 Evaluation of Seismic Resistant Capacity of Existent High-Rise Buildings under Severe Earthquakes : Part2. Time History Analysis of Existent High-rise SRC Buildings. |
| 73. |
22702 Evaluation of Seismic Resistant Capacity of Existent High-Rise Buildings under Severe Earthquakes : Part4. Damage Reduction Method for Existent Super High-rise Buildings Retrofitted by Hysteretic Dampers. |
| 74. |
22775 An Experimental Study on the Impact Resistant Capacity of Concrete Filled Steel Tubular Members under Tsunami Flotsam Impact : Part1. Plan of Research and Experiment. |
| 75. |
22780 Pure Bending Test on Concrete Filled Steel Tubular Column Joint with Built-in High Strength Reinforcements using H-SA700 steel. |
| 76. |
22784 Strength Evaluation of CFT Column Base with H-SA700 and Built-in high strength Reinforcements. |
| 77. |
A Proposal of a Static Design Method for Hysteretic Dampers on Dispersion of Earthquake wave. |
| 78. |
Elasto-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and Two H-shaped Beams with Exterior Diaphragms(Part 3)Effects of width to thickness ratio on the panel strength and strength estimation. |
| 79. |
ELASTO-PLASTIC BEHAVIOR OF OFFSET BEAM-TO-COLUMN CONNECTION PANELS WITH EXTERIOR DIAPHRAGMS. |
| 80. |
Time History Response Analysis of a High-rise RC Building Considering Strength Degradation of Structural Members(Part 3)Damage Characteristics under several Earthquakes. |
| 81. |
Evaluation for Damage Characteristics of Super High-rise Buildings Retrofitted by Hysteretic into Dampers into Lower Stories under Severe Earthquakes. |
| 82. |
An Experimental Study on the Behaviour of Concrete Filled Steel Tubular Members under Tsunami Debris Impact Load(Part 1)Plan of Research and Experiment. |
| 83. |
Experimental Study on Mechanical Behavior of CFT Column Base with H-SA700 and Built-in high strength Reinforcements. |
| 84. |
Pure Bending Test on Concrete Filled Steel Tubular Column Joint with Built-in High Strength Reinforcements using H-SA700 steel. |
| 85. |
21449 Study for the Applicability of a Simple Design Method for Multistory Multispan Plane Frame with Hysteretic Dampers. |
| 86. |
22614 Bi-axial loading tests of beam-column subassemblages having exterior diaphragms. |
| 87. |
22621 Elastic-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and two H-shaped Beams with Exterior Diaphragms : Part1. A Method of Calculating Strength and the Outline of Loading Tests of Interior Beam-Column Joints. |
| 88. |
22622 Elastic-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and two H-shaped Beams with Exterior Diaphragms : Part2. The results of Loading Tests. |
| 89. |
22686 Studies on Evaluation Method of the Bond Strength of Reinforcing Bar in Concrete Filled Steel Tube : Part1 Experiment Plan of Tension Test, Test Results. |
| 90. |
22691 Experimental Study on Mechanical Behavior of non-baseplate-type Square CFT Column Base with Built-in Reinforcing bars : Strain Characteristics and Ultimate Bending Strength. |
| 91. |
22721 Time History Analysis of High-rise Buildings Considering the Strength Degradation : Part1. Stress-Strain Model of Steel, Reinforced Concrete Structural Members. |
| 92. |
22723 Time History Analysis of High-Rise Buildings Considering the Strength Degradation : Part3. Time History Response Analysis of past generic High-rise RC Buildings. |
| 93. |
22738 A Experimental Study on Behavior of Steel Pipe Joint Using Filling Grout : Part1 Compression Test. |
| 94. |
22739 A Experimental Study on Behavior of Steel Pipe Joint Using Filling Grout : Prt2 Tension Test and Strain Behavior. |
| 95. |
22740 A Experimental Study on Behavior of Steel Pipe Joint Using Filling Grout : Part3 Pure Bending Test. |
| 96. |
23398 Study onElasitic and PlasticBehaviorof Existing RCBuilding Retrofitted by CompressiveCFT Braces : Part 2. Test Results and Discussion. |
| 97. |
209 Study for the Applicability of a Static Design Method for Hysteretic Dampers of Irregular Multistory Multispan Plane Frame. |
| 98. |
263 Yield Strength of Beam-to-Column Connection with Exterior Diaphragm under Biaxial Loading. |
| 99. |
264 Elastic-Plastic Behaviors of Joint Panels at the Connection of RHS-column and two H-shaped Baems with Exterior Diaphragms : Part 1. A Method of Calculating Strength and Influence of Parameters on Panel Strength. |
| 100. |
265 Elastic-Plastic Behaviors of Joint Panels at the Connection of RHS-Column and two H-shaped Beams with Exterior Diaphragms : Part2. Loading Tests of Interior Beam-Column Joints. |
| 101. |
282 Elastic and Plastic Behavior of Existing RC Building Retrofitted by Compressive CFT Braces : Part 2 Analytical Investigation. |
| 102. |
321 Prediction Method for the Ratio of Maximum Displacement between Two Structures in Coupled Vibration Control Structure with Oil Damper. |
| 103. |
324 Time History Response Analysis of High-rise Buildings Considering Strength Degradation of Structural Members : Part1. Stress-Strain Model of Reinforced Concrete Structural Members. |
| 104. |
325 Time History Response Analysis of a High-rise RC Building Considering Strength Degradation of Structural Members : Part2. Time History Response Analysis of a High-rise Building. |
| 105. |
335 Tension Test on Concrete Filled Steel Tube with Built-in Steel members Column Joint. |
| 106. |
336 Experimental Study on Mechanical Behavior of non-baseplate-type Square CFT Column Base with Built-in Reinforcing bars : Strain Characteristics and Ultimate Bending Strength. |
| 107. |
22351 Study for the Applicability of a Simple Design Method for Hysteretic Dampers of Irregular Multistory Multispan Plane Frame. |
| 108. |
22391 Study on Improvement of the Seismic Performance of Steel Moment-Resisting Frames Considering Randomness of Yield Strength : Part1 Outline of Analysis and Average of Energy Absorption. |
| 109. |
22392 Study on Improvement of the Seismic Performance of Steel Moment-Resisting Frames Considering Randomness of Yield Strength : Part2 Influence of The Number of Story and Column Overdesign Factor. |
| 110. |
22601 Experimental Studies on Mechanical Behavior of Concrete Filled Steel Tube with Built-in Steel members Column Joint : Part1 Tension Test. |
| 111. |
22602 Experimental Studies on Mechanical Behavior of Concrete Filled Steel Tube with Built-in Steel members Column Joint : Part2 Pure Bending Test and Push-out Test. |
| 112. |
22604 Experimental Study On Mechanical Behavior Of Square CFT Column Base With Built-in Reinforcements : Part1. Outline of the Experiment and Bending Moment-rotation Relationship. |
| 113. |
22605 An Experimental Study on Mechanical Behavior of Square CFT Column Base with Built-in Reinforcements : Part2. Strain Characteristics and Ultimate Bending Strength. |
| 114. |
22606 An Experimental Study on Mechanical Behavior of Square CFT Column Base with Built-in Reinforcements : Part3. Skeleton Curve Model of Column Base. |
| 115. |
22607 Experimental Study on Mechanical Behavior of baseplate-omited-type Square CFT Column Base with Built-in Reinforcements. |
| 116. |
22663 Studies on Seismic Performance of High-rise Buildings Considering Strength Degradation of Structural Members : Part2. Analysis results of High-rise building. |
| 117. |
22664 A Study on the Vibration Control with Oil Damper between the Expansion Joint Parts of the Multistory Frames. |
| 118. |
23141 Cyclic Loading Test on Existing 3-Story School Building Retrofitted by CFT Braces : Part 2. Outline of the Building. |
| 119. |
23383 Static Loading Test on Existing 3-Story School Building : Part 2. Results of the Test. |
| 120. |
201 A Study on the Vibration Control with Oil Damper between the Expasion Joint Part of the Multistory Frames : Part 1 : Earthquake Response Analysis using a MDOF system. |
| 121. |
202 A Study on the Vibration Control with Oil Damper between the Expasion Joint Part of the Multistory Frames : Part 2 : Earthquake Response Analysis using a Frame Model. |
| 122. |
205 Studies on Seismic Performance of High-rise Buildings Considering Strength Degradation of Structural Members : Part1. Inspection of Analytical Element Model. |
| 123. |
206 Studies on Seismic Performance of High-rise Buildings Considering Strength Degradation of Structural Members : Part2. Analysis results of High-rise buildings. |
| 124. |
207 Study on a Static Design Method for the Hysteretic Dampers. |
| 125. |
209 Tension Test on Concrete Filled Steel Square Tube with Built-in Reinforcements Column Joint. |
| 126. |
210 Experimental Study On Mechanical Behavior of Square CFT Column Base With Built-in Reinforcements : Part1. Outline of the Experiment and Bending Moment-rotation Relationship. |
| 127. |
211 Experimental Study on Mechanical Behavior of Square CFT Column Base with Built-in Reinforcements : Part2. Strain Characteristics and Ultimate Bending Strength. |
| 128. |
212 Experimental Study on Mechanical Behavior of Square CFT Column Base with Built-in Reinforcements : Part3. Skeleton Curve Model. |
| 129. |
240 Study on Improvement of the Seismic Performance of Steel Moment-Resisting Frames Considering Randomness of Yield Strength : Part1 Outline of Analysis and Average of Energy Absorption. |
| 130. |
241 Study on Improvement of the Seismic Performance of Steel Moment-Resisting Frames Considering Randomness of Yield Strength : Part 2 Influence of The Number of Story and Column Overdesign Factor. |
| 131. |
281 Experimental Study of Existing 3-Story School Buildings Subjected to Cyclic Force Laterally : Part.1 Outline of the Test and Material Investigation. |
| 132. |
286 Experimental Study of Existing 3-Story School Buildings Subjected to Cyclic Force Laterally : Part.6 Breaking Properties of Tested Buildings. |
| 133. |
301 Prediction of Earthquake Response Story Shear Force of R/C Double Tube System : Structure with EDSWs Considering Higher Mode Responces. |
| 134. |
22372 Strength of Beam Flange to Circular Thbe Column Joint by Exterior Diaphragm Type Connection. |
| 135. |
22564 A Column Overdesign Factors of Steel Moment-Resisting Frames Considering Randomness of Mechanical Properties : Part 2 Investigation of Column Overdesign Factor Based on the Viewpoint of Energy Absorption Capacity. |
| 136. |
22486 Slip Coefficients and Relaxation Characteristics of High Strength Bolted Joints with Aluminium Splayed Splice Plates. |
| 137. |
22523 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates : Part 1 Design Method of Connections. |
| 138. |
22524 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates : Part 2 Plan of Experiment and Hysteresis Behavior. |
| 139. |
22525 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates : Part 2 Test Results and Discussion. |
| 140. |
22526 Yield Strength of Exterior Diaphragm connected to Circular Steel Tube Column. |
| 141. |
2097 Slip Coefficients and Relaxation Characteristics of High Strength Bolted Joints with Aluminium Splayed Splice Plates. |
| 142. |
2108 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates : Part 1 Design Method and Plan of Experiment. |
| 143. |
2109 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates : Part 2 Test Results and Discussion. |
| 144. |
2110 Yield Strength of Exterior Diaphragm connected to Circular Steel Tube Column. |
| 145. |
22324 A Slip Test of High Strength Bolted Joints with Aluminium Splayed Splice Plates. |
| 146. |
22345 Experimental Study on Aseismic Retrofit of Exsisting Steel Frame Building using Stud-type Damper. |
| 147. |
22508 A Study on RHS-Column to Beam Connection with Exterior Diaphragm : Part 7: Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates. |
| 148. |
2092 Experimental Study on Aseismic Retrofit of Exsisting Steel Frame Building using Stud-type Damper. |
| 149. |
2100 Loading Test of Partial Frames with Column-to-Beam Connections stiffened by Exterior Diaphragms composed of Two Steel Plates. |
| 150. |
2103 A Slip Test of High Strength Bolted Joints with Aluminium Splayed Splice Plates. |
| 151. |
22399 Tensile Strength of Exterior Diaphragm connected to Circular Steel Tube Column. |
| 152. |
22400 A Study on RHS-Column to Beam Connection with Exterior Diaphragm : Part 6:Tensile Test for Perimeter Column Type. |
| 153. |
22471 Experimental Study on Shear-Strength of Connection between Study-Type Damper and Concrete Floor Slub in Existing Steel Frame Building : Part1 Outline of Experiment. |
| 154. |
22472 Experimental Study on Shear-Strength of Connection between Study-Type Damper and Concrete Floor Slub in Existing Steel Frame Building : Part2 The Result and Consideration of Experiment. |
| 155. |
2032 A Study on RHS-Column to Beam Connection with Exterior Diaphragm : Part 3 Strength Formulae and Tensile Test for Perimeter Column Type. |
| 156. |
2033 Tensile Strength of Exterior Diaphragm connected to Circular Steel Tube Column. |
| 157. |
2044 Experimental Study on Shear-Strength of Connection between Stud-Type Damper and Concrete Floor Slub in Existing Steel Frame Building. |
| 158. |
22267 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part4. Derivation of Collapse Load. |
| 159. |
22268 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part5. Evaluation of Yield Strength. |
| 160. |
22381 Experimental Study on Stud-type Damper Using Steel Shear Panel. |
| 161. |
2047 Yield Strength of RHS-Column to Beam Connections with Exterior Diaphragm. |
| 162. |
2064 Experimental Study on Stud-type Damper using Steel Shear Panel. |
| 163. |
22392 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part 1. Derivation of Collapse Load. |
| 164. |
22393 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part 2. Tensile test of RHS-Column to Beam Connections with Exterior Diaphragm (Experimental Plans and Results). |
| 165. |
22394 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part 3. Tensile test of RHS-Column to Beam Connections with Exterior Diaphragm (Experimental Results and Consideration) and FEM Analysis. |
| 166. |
A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part2. Tensile test of RHS-Column to Beam Connections with Exterior Diaphragm. |
| 167. |
2085 A Study on RHS-Column to Beam Connections with Exterior Diaphragm : Part2. Tensile test of RHS-Column to Beam Connections with Exterior Diaphragm. |
| 168. |
22348 Elasto-Plastic Behavior of Wide Flange Beams with Buckling-Restrained Dampers at Lower Flange. |
| 169. |
2099 Elasto-Plastic Behavior of Wide Flange Beams with Buckling-Restrained Dampers at Lower Flange. |
