Stability Analysis of High-Rise Buildings under Seismic Load

Xiang Dong Zhang; Pu Wang; Jian Guan

doi:10.4028/www.scientific.net/AMM.256-259.2067

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Stability Analysis of High-Rise Buildings under...

Stability Analysis of High-Rise Buildings under Seismic Load

Abstract:

Analysis of the structure characteristics of the General Hospital of Fuxin Mining Group, through the instrument observation and use the finite element software for structural modeling, modal analysis show that the quality of structural system, the stiffness is more evenly distributed the structure of the torsional capacity to meet the requirements. Through input into Tianjin wave, analysis the dynamic characteristics of the model, the results show that: to tall wall-frame structure, shear wall is very restriction of lateral displacement in the central and bottom, stronger than upper structure on lateral displacement limit ability.

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Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

2067-2073

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.2067

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Online since:

December 2012

Authors:

Xiang Dong Zhang, Pu Wang, Jian Guan

Keywords:

Building Settlement, Modal Analysis, Tianjin Wave

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