Seismic Response Analysis of Twin-Tower Building with Enlarged Base

Shao Bo Zhang; Ke Lun Wei; Bi Jian Xiao

doi:10.4028/www.scientific.net/AMR.912-914.1534

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 912-914Seismic Response Analysis of Twin-Tower Building...

Seismic Response Analysis of Twin-Tower Building with Enlarged Base

Abstract:

This paper adopts large finite element software ANSYS to establish finite element model of twin-tower building with enlarged base, uses dynamic time history analysis method for seismic response calculation, compare and analyze the calculation results of twin-tower building with enlarged base under elastic boundary conditions and rigid boundary conditions. The results showe that dynamic response for model under elastic boundary conditions is larger than dynamic response for model under rigid boundary conditions, and elastic boundary conditions is more close to the actual situation.

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Periodical:

Advanced Materials Research (Volumes 912-914)

Pages:

1534-1537

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.912-914.1534

Citation:

Cite this paper

Online since:

April 2014

Authors:

Shao Bo Zhang*, Ke Lun Wei, Bi Jian Xiao

Keywords:

ANSYS, Dynamic Time History Analysis, Elastic Boundary

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* - Corresponding Author

References

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