23 results on '"KASHIWA, HISATOSHI"'
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2. EVALUATION OF LATERAL RESISTANCE OF STEEL PIPE PILE WITH WINGS IN COHESIVE SOIL BASED ON THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS
3. EFFECTS OF DYNAMIC SOIL-STRUCTURE INTERACTIONS IN AN OBSERVED RECORD ON ANALYZING DAMAGES TO WOODEN BUILDINGS IN THE 2016 KUMAMOTO EARTHQUAKE
4. LATERAL RESISTANCE OF STEEL PIPE PILE WITH WINGS UTILIZING GROUND IMPROVEMENT AROUND PILE HEAD
5. IN-SITU LATERAL LOADING TESTS ON TWO PILES GROUP OF STEEL PIPE PILE WITH WINGS
6. STUDY ON LATERAL SOIL RESISTANCE AROUND STEEL PIPE PILE WITH WINGS BY STATIC CYCLIC LOADING TESTS
7. SOIL-STRUCTURE INTERACTION EFFECTS ON STRONG MOTION RECORDS AT MASHIKI TOWN OFFICE DURING THE 2016 KUMAMOTO EARTHQUAKES
8. EVALUATION OF LATERAL RESISTANCE OF STEEL PILE WITH WINGS IN CYCLIC LOADING TESTS
9. E-DEFENSE SHAKING TABLE TEST ON SOIL-PILE-STRUCTURE INTERACTION SYSTEM
10. ANALYSIS OF THE BARRIER TO POST-SEISMIC CONTINUOUS USABILITY OF BUILDINGS AND PROPOSAL OF THE RELATED PERFORMANCE REQUIREMENT
11. EXPERIMENTS OF PARTIAL FRAMES REPRESENTING EXTERIOR COLUMN, FOUNDATION BEAM AND CAST-IN-PLACE PILE JOINTS WITH SIMULATING REALISTIC SEISMIC LOADS
12. EFFECTS OF STRONG NONLINEARITY OF GROUND AROUND PILES OR IMPROVED SOIL ON SEISMIC RESPONSE OF BUILDING SUPPORTED BY PILES UNDER VERY STRONG SEISMIC MOTION
13. STUDY ON RESPONSE OF BASE-ISOLATION BUILDING IN OBLIQUE COLLISION WITH RETAINING WALL
14. FUNDAMENTAL STUDY ON EARTHQUAKE RESPONSE REDUCTION OF BASE ISOLATED SPREAD FOUNDATION WITH BACKFILLED BY IMPROVED COMPOUND GEO-MATERIAL
15. FUNDAMENTAL STUDY ON RESPONSE REDUCTION OF BASE-ISOLATION BUILDING IN COLLISION TO RETAINING WALL OF IMPROVED COMPOUND GEO-MATERIAL
16. DAMAGE EVALUATION OF PILE CAP DURING LARGE EARTHQUAKE BASED ON SIMULATION OF CENTRIFUGAL TEST FOCUSED ON PILE PLASTICITY
17. SIMULATION ANALYSIS ABOUT DAMAGED STRUCTURE SUPPORTED BY PILES IN HEAVILY DAMAGED ZONE DURING THE 1995 HYOGOKEN-NAMBU EARTHQUAKE
18. EARTHQUAKE RESPONSE OF BUILDING SUPPORTED ON PILES CONSIDERED WITH NONLINEARITY OF PILE-SOIL SYSTEM
19. STUDY ON THE MECHANICAL PROPERTIES OF A GEO-MATERIAL COMPOSED OF SOIL USING RUBBER-CHIPS AND FIBROUS MATERIALS
20. ESTIMATION METHOD OF LATERAL SOIL SPRING AT PILE CAP OF PILE GROUP EMBEDDED IN SANDY SOIL WITH NONLINEARITY BETWEEN PILE AND SOIL
21. EXPERIMENTAL STUDY ON LATERAL RESISTANCE MECHANISM OF COMPOSITE FOUNDATION OF PILE WITH REUSING EXISTING PILES
22. DISPLACEMENT AMPLITUDE DEPENDENCE OF EFFECT OF PILE GROUP BY CYCLIC LATERAL LOADING TESTS ON LARGE DISPLACEMENT
23. NON-LINEAR BEHAVIOR OF PILE GROUP-SOIL SYSTEM BASED ON HORIZONTAL LOADING TEST SUBJECT TO LARGE DISPLACEMENT
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