Research Onquasi-Static Calculation for Seismic Response of Underground Rock and Soil

This paper analyzes the common quasi-static calculation error sources for seismic design of underground rock structure cross-section. For the current seismic underground rock response, the finite element reaction displacement method and the finite element reaction acceleration method are used for co...

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Published inIOP conference series. Earth and environmental science Vol. 252; no. 5; pp. 52053 - 52059
Main Authors Zhang, Leiyu, Shen, Xuejing, Wang, Yanhong, Zhou, Yuxin
Format Journal Article
LanguageEnglish
Published Bristol IOP Publishing 09.07.2019
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ISSN1755-1307
1755-1315
1755-1315
DOI10.1088/1755-1315/252/5/052053

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Abstract This paper analyzes the common quasi-static calculation error sources for seismic design of underground rock structure cross-section. For the current seismic underground rock response, the finite element reaction displacement method and the finite element reaction acceleration method are used for comparative calculation to a specific geological condition. The structure of the metro station changes the applicability of seismic wave, structural stiffness, coating stiffness and structural depth to the quasi-static actuarial. It is found that the finite element response stress method is the closest to the dynamic analysis results. It is a quasi-static calculation method with high precision and applicability, which can be used for seismic response analysis of underground geotechnical structures.
AbstractList This paper analyzes the common quasi-static calculation error sources for seismic design of underground rock structure cross-section. For the current seismic underground rock response, the finite element reaction displacement method and the finite element reaction acceleration method are used for comparative calculation to a specific geological condition. The structure of the metro station changes the applicability of seismic wave, structural stiffness, coating stiffness and structural depth to the quasi-static actuarial. It is found that the finite element response stress method is the closest to the dynamic analysis results. It is a quasi-static calculation method with high precision and applicability, which can be used for seismic response analysis of underground geotechnical structures.
Author Zhang, Leiyu
Shen, Xuejing
Zhou, Yuxin
Wang, Yanhong
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References Yan Mao-Tian (1) 2007; 2
Zhao Jun (4) 2014; 12
Li Wei (5) 2015; 4
Li Zhan (2) 2010; 5
Cai Xinjiang (6) 2016; 5
Zhu Yuyu (3) 2012; 4
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Snippet This paper analyzes the common quasi-static calculation error sources for seismic design of underground rock structure cross-section. For the current seismic...
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StartPage 52053
SubjectTerms Acceleration
Finite element method
Mathematical analysis
Rocks
Seismic design
Seismic response
Seismic waves
Soil analysis
Stiffness
Subway stations
Underground structures
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