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- W2961569268 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." @default.
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- W2961569268 date "2019-07-09" @default.
- W2961569268 modified "2023-09-25" @default.
- W2961569268 title "Research Onquasi-Static Calculation for Seismic Response of Underground Rock and Soil" @default.
- W2961569268 doi "https://doi.org/10.1088/1755-1315/252/5/052053" @default.
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