Seismic Response Analysis of a High-Rise Tower with Complex Structure

Li Yuan Bao; San Qing Su; Jun Feng Hou; Huan Guo

doi:10.4028/www.scientific.net/AMR.368-373.1058

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Seismic Response Analysis of a High-Rise Tower...

Seismic Response Analysis of a High-Rise Tower with Complex Structure

Abstract:

The complex tower structure appears as modeling of palms together, which is designed as steel frame-core tube structure. This paper uses SAP2000 to analysis seismic response respectively on the linear and elastic-plastic stage, and puts forward some specific suggestions for seismic design according to the analysis and calculation.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

1058-1063

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.1058

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Online since:

October 2011

Authors:

Li Yuan Bao, San Qing Su, Jun Feng Hou, Huan Guo

Keywords:

Complex Tower Structure, Elastic Time History Analysis, Frame-Core Tube Structure, Mode Analysis, Pushover Analysis

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References

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