36 results on '"KASHIWA, HISATOSHI"'
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2. EFFECT OF STIFFNESS ECCENTRICITY OF SWAY SPRINGS ON SEISMIC TORSIONAL RESPONSE OF BUILDINGS
3. EVALUATION OF LATERAL RESISTANCE OF STEEL PIPE PILE WITH WINGS IN COHESIVE SOIL BASED ON THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS
4. EFFECTS OF DYNAMIC SOIL-STRUCTURE INTERACTIONS IN AN OBSERVED RECORD ON ANALYZING DAMAGES TO WOODEN BUILDINGS IN THE 2016 KUMAMOTO EARTHQUAKE
5. LATERAL RESISTANCE OF STEEL PIPE PILE WITH WINGS UTILIZING GROUND IMPROVEMENT AROUND PILE HEAD
6. IN-SITU LATERAL LOADING TESTS ON TWO PILES GROUP OF STEEL PIPE PILE WITH WINGS
7. 2016年熊本地震による東海大学阿蘇キャンパス1号館の被害調査，その2 床スラブの傾斜
8. 2016年熊本地震による東海大学阿蘇キャンパス1号館の被害調査，その3 桁行方向の柱の傾斜
9. STUDY ON LATERAL SOIL RESISTANCE AROUND STEEL PIPE PILE WITH WINGS BY STATIC CYCLIC LOADING TESTS
10. SOIL-STRUCTURE INTERACTION EFFECTS ON STRONG MOTION RECORDS AT MASHIKI TOWN OFFICE DURING THE 2016 KUMAMOTO EARTHQUAKES
11. Model Test on the Behavior Evaluation of Pile Foundation Subjected to Fault Rupture
12. A fundamental study on the earthquake response reduction of base‐isolated foundation backfilled using an improved compound geomaterial
13. EVALUATION OF LATERAL RESISTANCE OF STEEL PILE WITH WINGS IN CYCLIC LOADING TESTS
14. E-DEFENSE SHAKING TABLE TEST ON SOIL-PILE-STRUCTURE INTERACTION SYSTEM
15. ANALYSIS OF THE BARRIER TO POST-SEISMIC CONTINUOUS USABILITY OF BUILDINGS AND PROPOSAL OF THE RELATED PERFORMANCE REQUIREMENT
16. EXPERIMENTS OF PARTIAL FRAMES REPRESENTING EXTERIOR COLUMN, FOUNDATION BEAM AND CAST-IN-PLACE PILE JOINTS WITH SIMULATING REALISTIC SEISMIC LOADS
17. Performance of a ten-story reinforced concrete building damaged in the 2015 Nepal Gorkha Earthquake
18. Field Investigation in affected area due to the 2015 Nepal Earthquake by AIJ reconnaissance team: Outline of damage and damage classification result of high-rise apartment buildings
19. Seismic response estimation method for earthquake‐damaged RC buildings
20. EFFECTS OF STRONG NONLINEARITY OF GROUND AROUND PILES OR IMPROVED SOIL ON SEISMIC RESPONSE OF BUILDING SUPPORTED BY PILES UNDER VERY STRONG SEISMIC MOTION
21. クイ - ジバンケイ ノ キョウヒセンケイセイ オ コウリョシタ クイ キソ ノ タイシン セイノウ ヒョウカホウ ニ カンスル ジッケンテキ ケンキュウ
22. STUDY ON RESPONSE OF BASE-ISOLATION BUILDING IN OBLIQUE COLLISION WITH RETAINING WALL
23. Experimental Study on the Response Reduction Considering Nonlinear Composite Geomaterials : Foundation Interaction - Part 3
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26. FUNDAMENTAL STUDY ON EARTHQUAKE RESPONSE REDUCTION OF BASE ISOLATED SPREAD FOUNDATION WITH BACKFILLED BY IMPROVED COMPOUND GEO-MATERIAL
27. FUNDAMENTAL STUDY ON RESPONSE REDUCTION OF BASE-ISOLATION BUILDING IN COLLISION TO RETAINING WALL OF IMPROVED COMPOUND GEO-MATERIAL
28. DAMAGE EVALUATION OF PILE CAP DURING LARGE EARTHQUAKE BASED ON SIMULATION OF CENTRIFUGAL TEST FOCUSED ON PILE PLASTICITY
29. SIMULATION ANALYSIS ABOUT DAMAGED STRUCTURE SUPPORTED BY PILES IN HEAVILY DAMAGED ZONE DURING THE 1995 HYOGOKEN-NAMBU EARTHQUAKE
30. EARTHQUAKE RESPONSE OF BUILDING SUPPORTED ON PILES CONSIDERED WITH NONLINEARITY OF PILE-SOIL SYSTEM
31. STUDY ON THE MECHANICAL PROPERTIES OF A GEO-MATERIAL COMPOSED OF SOIL USING RUBBER-CHIPS AND FIBROUS MATERIALS
32. ESTIMATION METHOD OF LATERAL SOIL SPRING AT PILE CAP OF PILE GROUP EMBEDDED IN SANDY SOIL WITH NONLINEARITY BETWEEN PILE AND SOIL
33. EXPERIMENTAL STUDY ON LATERAL RESISTANCE MECHANISM OF COMPOSITE FOUNDATION OF PILE WITH REUSING EXISTING PILES
34. DISPLACEMENT AMPLITUDE DEPENDENCE OF EFFECT OF PILE GROUP BY CYCLIC LATERAL LOADING TESTS ON LARGE DISPLACEMENT
35. NON-LINEAR BEHAVIOR OF PILE GROUP-SOIL SYSTEM BASED ON HORIZONTAL LOADING TEST SUBJECT TO LARGE DISPLACEMENT
36. BASE-ISOLATION DESIGN PRACTICE IN JAPAN: INTRODUCTION TO THE POST-KOBE APPROACH
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