Correlation Between Local Site Effects And Structural Damage Distributions
Of Kobe Earthquake
Author(s)
T. Akiyoshi, H. Matsumoto & K. Fuchida
Abstract
Correlation between local site effects and
structural damage distributions of Kobe
earthquake
T. ~ k i ~ o s h i ' , H. ~atsumoto' & K. ~ u c h i d a ~
I Department of Civil Engineering and Architecture,
Kumamoto University, Japan
2 Department of Civil & Architecture Engineering,
Yatsushiro College of Technology, Japan
Abstract
This study aims to investigate the local concentration characteristics of ground
responses due to nonlinear wave propagation in the Kobe earthquake (1995
Hyogoken nanbu earthquake) and the correlation between analytical distributions
of maximum responses and actual responses of structural damage. Eight cross
sections of Kobe ground are chosen as the surface layer models and the 2D-FE
effective stress analysis program which is available for unbounded grounds and
also applicable to liquefaction is used. To investigate the nonlinear effects of
acceleration and strain responses of surface layers, waves with variable
maximum acceleration amplitudes are input at the base roc
Keywords
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