Analysis of earthquake response of subway station based on
substructuring subtraction methods
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Analysis of earthquake response of subway station based on
substructuring subtraction methods
Vol. 26, Issue S1期 刊出日, (2005)
作者机构:
1. 南京工业大学 岩土工程研究所,南京,210009
2. 浙江科技学院 土木系,杭州,310000
作者简介:
基金信息:
DOI:
CLC:P315
Online First:15 December 2005,
Published:2005
稿件说明:
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ZHUANG Hai-yang, CHEN Guo-xing, ZHANG Jing-li. Analysis of earthquake response of subway station based on
substructuring subtraction methods[J]. 2005, 26(S1期 刊出日).
DOI:
ZHUANG Hai-yang, CHEN Guo-xing, ZHANG Jing-li. Analysis of earthquake response of subway station based on
substructuring subtraction methods[J]. 2005, 26(S1期 刊出日).DOI:
Analysis of earthquake response of subway station based on
substructuring subtraction methods
The damages to Dakai subway station in 1995 Hyogoken-nanbu earthquake are analyzed in detail. The earthquake response of Dakai subway station is modeled by the 2-D substructuring methods (program SASSI2000
developed by John Lysmer et al.) with ground motions inputted in different directions. In this method
the dynamic soil-structure interaction is considered; and the effect of soil nonlinear dynamic property is considered by equivalent linearization model (program SHAKE91
developed by Schnabel et al.). The soils above the subway are considered as an affiliated structure of subway. The results prove that the model used is validation and the collapse of the columns in Dakai station was induced by both of the horizontal and vertical vibrations. The dynamic response of Dakai subway station calculated in this paper accorded well to all kinds of damages caused by the 1995 Hyogoken-nanbu earthquake.