STRONG MOTION SIMULATION IN CHUO WARD, KOBE, DURING THE HYOGO-KEN NAMBU EARTHQUAKE OF 1995 BASED ON THE INVERTED BEDROCK MOTION
Author:
Affiliation:
1. Izumi Research Institute, Shimizu Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/61/480/61_KJ00004106991/_pdf
Reference6 articles.
1. 6) AKI K. Quantitative seismology, Theory and methods. Freeman and Co.. (1980)
2. 18) IMAI T. P and S wave velocities of the ground in Japan. Proc. 9th ICSMFE. (1977) vol.2, p.257-260.
3. 19) FUKUTAKE K. Analysis of saturated cense sand-structure system and comparison with results from shaking table test. Earthquake eng. struct. dyn.. (1990) vol.19, p.977-992.
4. TWO-DIMENSIONAL EFFECTIVE STRESS ANALYSIS OF LIQUEFACTION OF IRREGULAR GROUND INCLUDING SOIL-STRUCTURE INTERACTION
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4. Simulation analyses of buildings damaged in the 1995 Kobe, Japan, earthquake considering soil-structure interaction;Earthquake Engineering & Structural Dynamics;1999-04
5. NONLINEAR BEHAVIOR OF SURFACE DEPOSIT DURING THE 1995 HYOGOKEN-NAMBU EARTHQUAKE;SOILS AND FOUNDATIONS;1998
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