RESEARCH ON SEISMIC RESPONSE COMPONENTS OF LARGE-SPAN SPATIAL STRUCTURES

Liao Bing; Luo Yongfeng

doi:10.13204/j.gyjz201502023

Volume 45 Issue 2

Apr. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(2): 107-113

Tong Lewei, Zhao Jun, Zhou Feng, Chen Yiyi, Hu Xiaoping. EXPERIMENTAL INVESTIGATION ON LONGITUDINAL RESIDUAL STRESS OF Q460 HIGH-STRENGTH STEEL WELDED H-SECTION MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 51-55,17. doi: 10.13204/j.gyjz201201009

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Liao Bing, Luo Yongfeng. RESEARCH ON SEISMIC RESPONSE COMPONENTS OF LARGE-SPAN SPATIAL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 107-113. doi: 10.13204/j.gyjz201502023

Citation:

Liao Bing, Luo Yongfeng. RESEARCH ON SEISMIC RESPONSE COMPONENTS OF LARGE-SPAN SPATIAL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 107-113. doi: 10.13204/j.gyjz201502023

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RESEARCH ON SEISMIC RESPONSE COMPONENTS OF LARGE-SPAN SPATIAL STRUCTURES

doi: 10.13204/j.gyjz201502023

Publish Date: 2015-02-20

Abstract

Abstract

When the mode superposition method is applied to the seismic responses analysis of large-span spatial structures，several problems always become difficult to handle，such as the inefficient calculation and the incapable consideration of earthquake random property． To solve the problems，the seismic response components of large-span spatial structures，including the quasi-static components and resonant components were studied and defined． Based on the seismic response component research，a modified strategy for the mode superposition method of seismic responses of large-span spatial structures was proposed． Through numerical analysis of two typical shell structures， the characteristics of the quasi-static responses and resonant responses and effects of correlation between two components were studied． The distribution features of each response component of large-span spatial structures were summarized．
- large-span spatial structures,
- seismic response components,
- quasi-static responses,
- resonant responses

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