NON-LINEAR TIME-HISTORY ANALYSIS OF HIGH-LEVEL ISOLATION STRUCTURE UNDER MULTI-DIMENSIONAL SEIM

Zhang Yan; Li Zhangzheng

doi:10.13204/j.gyjz201104004

Volume 41 Issue 4

Dec. 2014

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Zhang Yan, Li Zhangzheng. NON-LINEAR TIME-HISTORY ANALYSIS OF HIGH-LEVEL ISOLATION STRUCTURE UNDER MULTI-DIMENSIONAL SEIM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 16-20. doi: 10.13204/j.gyjz201104004

Citation:

Zhang Yan, Li Zhangzheng. NON-LINEAR TIME-HISTORY ANALYSIS OF HIGH-LEVEL ISOLATION STRUCTURE UNDER MULTI-DIMENSIONAL SEIM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 16-20. doi: 10.13204/j.gyjz201104004

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NON-LINEAR TIME-HISTORY ANALYSIS OF HIGH-LEVEL ISOLATION STRUCTURE UNDER MULTI-DIMENSIONAL SEIM

doi: 10.13204/j.gyjz201104004

1.
School of Architecture and Environment,Sichuan University,Chengdu 610065,China

Received Date: 2010-12-06
Publish Date: 2011-04-20

Abstract

Abstract

A non-linear time-history analysis of a high-level isolation structure under multi-dimensional seism is done by using the SAP2000 structural analysis software. The results of calculation and comparison show that the good effects are received in high-level base-isolation structure，especially the absolute acceleration response is greatly reduced; under multi-dimensional seismic，the responses of the structure with full symmetry and the same stiffness in each layer，may not be increased; but for the structure with podium and different stiffness of each layer，the responses will be increased. The podium can make a positive affect to shock isolation system of high-level structure.
- high-level framework structure,
- base-isolation,
- input of multi-dimensional seismic wave,
- non-linear timehistory analysis