Structural Performance under Seismic over Predesigned Intensity

Xiao Ming Chen; Jin Duan; Hu Qi; Yun Gui Li

doi:10.4028/www.scientific.net/AMR.1065-1069.1005

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Structural Performance under Seismic over...

Structural Performance under Seismic over Predesigned Intensity

Abstract:

Structures are designed based on the seismic precautionary intensity, which is regulated by the government for each county. The basic target is to avoid the structure collapse under rare expected earthquake by the method of FEA and kinds of seismic measures, but buildings may encounter the seismic action with much higher intensity, the structural performance in this situation is researched by numerical methods in this paper. By controlling the parameters of displacement angle, axial compression and so on, the results show that the buildings may possess greater potential than expected.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1005-1011

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1005

Citation:

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Online since:

December 2014

Authors:

Xiao Ming Chen*, Jin Duan, Hu Qi, Yun Gui Li

Keywords:

Elastic-Plastic, Precautionary Intensity, Seismic Performance, Time-History Analysis

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* - Corresponding Author

References

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