932 results on '"Kishiki Shoichi"'
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2. Experimental Evaluation of Impact Force Caused by Collision of Expansion Joints for Seismic Isolated Structures
3. Experiment on Verification of Measuring System of Experimental System for Full-Size Seismic Isolator
4. Structural Behavior and Low Cycle Fatigue Characteristics of Suspension Support Member for Building Equipment
5. Accuracy of Evaluation Methodologies for Low-Cycle Fatigue Performance of Steel Beam-End Connections
6. Low-Cycle Fatigue Performances Including Large Plastic Strain of SUS821L1 Lean Duplex Stainless Steel
7. Survey of Seismic Repair to School Gymnasium Damaged by the 2016 Kumamoto Earthquake
8. Cyclic behavior of beam-to-column connections with vertical oblique angles
9. Effect of Bi-directional Ground Motion on the Response of Base-Isolated Structures with U-Shaped Steel Damper
10. Cyclic elasto-plastic behaviour of replaceable ductile Split-T located at the bottom beam flange
11. Damage analysis of a pseudoclassic reinforced concrete frame structure under the action of the Ms 6.8 Luding earthquake in China
12. Cyclic behavior of beam-to-column connections with horizontal oblique angles
13. Numerical Study on Seismic Repair by Re-tightening Turnbuckle Braces
14. Experimental Study on Horizontal Oblique Beam-End Connections
15. Connection Strength of Braces with Angle Steel and Channel Steel
16. Low-Cyclic Fatigue Characteristics of Hanging Bolts Used in Building Equipment
17. Experiment on Structural Behavior of Metal Exterior Wall
18. Seismic performance evaluation of non-structural light-gauge-steel frame drywall partition subjected to in-plane cyclic loading
19. Evaluation of ultimate strength of exposed column bases considering the bearing stress of foundation concrete
20. The effect of strain rate and temperature on the hysteresis of shear dampers of LY225 low-yield-strength steel
21. Cyclic behaviors of SHS columns subjected to small amplitude loading
22. Analytical approach for vertical floor acceleration of regular RC frames under earthquake excitation
23. Inspection of U-shaped steel dampers based on residual plastic deformation
24. Experimental study of concrete breakout failure mechanism in an exposed column base with a foundation beam
25. Experimental study on full-scale steel moment-resisting frames with nonstructural walls subjected to multiple earthquakes
26. Deformation capacity of 400 N/mm2 class structural steel under extremely large strains
27. Specimen size effect on the brittle fracture properties of steel for buildings subjected to large earthquakes
28. Behavior of masonry infilled Chuandou timber frames subjected to in-plane cyclic loading
29. Method of reinforcement for joints between steel roofs and RC columns in existing buildings
30. STRUCTURAL BEHAVIOR AND LOW CYCLE FATIGUE CHARACTERISTICS OF SUSPENSION SUPPORT MEMBERS USED IN BUILDING EQUIPMENT
31. A Concise Hysteretic Model of 590 N/mm2 Grade High Performance Steel Considering the Bauschinger Effect
32. Low-cycle fatigue performance assessment of current Japanese steel beam-to-column connections determined by ductile fracture
33. Effect of Bidirectional Ground Motion on the Response of Double Concave Friction Pendulum Systems.
34. 金属パネルを用いた1ユニットの非構造外壁の変形追従性能
35. Seismic evaluation of Romanian traditional buildings with timber frame and mud masonry infills by in-plane static cyclic tests
36. Cyclic deformation capacity of structural steels for earthquake-resistant steel buildings
37. STRUCTURAL BEHAVIOR OF BRACED FRAME WITH SLIP OF NORMAL BOLT JOINTS
38. THE AUTHOR’S ANSWER TO DISCUSSION BY HITOSHI KUWAMURA
39. 下弦材に座屈拘束部材を挿入した損傷制御型トラス梁に関する研究:
40. Cyclic loading test of double K-braced reinforced concrete frame subassemblies with buckling restrained braces
41. 高さ5mを超える乾式間仕切り壁の面外曲げに対する力学挙動
42. 小振幅下における天然ゴム系積層ゴムの各種依存性
43. あと施工アンカーによるランナーとスラブの接合部強度
44. 様々な断面形状のブレースにおける接合部耐力
45. 熊本地震にて被害を受けた屋内運動場の被災後補修の調査 その1 被災後の補修方法の分析
46. 水平と傾斜からなる複雑天井における静的載荷実験と解析
47. 漸増変位履歴・一定変位履歴下の実験結果に基づく梁端接合部の繰返し変形性能
48. ALCパネルにおける埋込みアンカーの引抜き耐力
49. 熊本地震にて被害を受けた屋内運動場の被災後補修の調査 その2 工事費と工期に着目した分析
50. 塗装や錆がアンカーボルト等の締め直しにおける施工性に及ぼす影響
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