Analysis of Equivalent Static Method for Subway Station

Liang Chen; De Jian Yang

doi:10.4028/www.scientific.net/AMR.594-597.1382

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Analysis of Equivalent Static Method for Subway...

Analysis of Equivalent Static Method for Subway Station

Abstract:

Structural integrity of Subway station is a very important indicator when the earthquake happens as it is a densely populated venue. Time-history analysis of Tianjin metro line 3 based on the theory of coupling seismic load was done with the finite-element software ANSYS. Consequently, numerical expression of the equivalent load was fixed and the procedure of seismic check of subway station structure gets further simplified and necessary theoretical basis.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

1382-1386

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.1382

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Online since:

November 2012

Authors:

Liang Chen, De Jian Yang

Keywords:

Coupling Seismic Load, Dynamic Time History Analysis, Equivalent Static Load, Subway Station

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References

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