Time and History Analysis with High Transfer Floor of Daxian International Structural Design

Hai Tang Ding; Ming Wen Hu; Ming Yu Hu

doi:10.4028/www.scientific.net/AMM.94-96.1227

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96Time and History Analysis with High Transfer Floor...

Time and History Analysis with High Transfer Floor of Daxian International Structural Design

Abstract:

A shear wall on frame structure is adopted in the structural design of the Daxian International Building. Nonlinear time and history analysis under rare earthquake occurrence is carried out to check the elastic-plastic angular displacement limits and to identify structural weaknesses. The structural model is modified to improve seismic performance and ductility of the building based on the calculated results. The process and procedure of the structural design can act as a sound reference for similar structural designs during ensuing engineering endeavors.

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Periodical:

Applied Mechanics and Materials (Volumes 94-96)

Pages:

1227-1230

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.94-96.1227

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Online since:

September 2011

Authors:

Hai Tang Ding, Ming Wen Hu, Ming Yu Hu

Keywords:

High Transfer Floor, Shear Wall on Frame Structure, Time and History Analysis

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References

[1] Technical specification for concrete structures of tall building (JGU3-2002), China construction industry publisher, Beijing, China, (2002)

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[2] Jingqing Zhu:Theory of structural seismic analysis, seismic publisher,Beijing,China,2002,pp.112-115(in Chinese)

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[3] Yayong Wang: Selection of earthquake waves in the time and history analysis of the structural seismic design, structural seismic, Beijing China, 1988, 4, pp.15-23(in Chinese)

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