Stairs Effect on Steel Frame Structure under Seismic Loading

Zhuo Jun Zeng; Jun Ping Wang; Yan Xiang Li

doi:10.4028/www.scientific.net/AMR.1065-1069.1245

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Stairs Effect on Steel Frame Structure under...

Stairs Effect on Steel Frame Structure under Seismic Loading

Abstract:

This article analysis stairs effect on steel frame structure under seismic loading by using the finite element software MIDAS Gen. Detailed analyzing impact of stairs on the self-vibration period, period ratio, the story drift and other design indexes in designing of the impact under seismic loading. Analysis shows that stairs have great effects on the design index of steel frame structure. Therefore the stair effect must be considered in analysis of structure design and modeling.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1245-1248

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1245

Citation:

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Online since:

December 2014

Authors:

Zhuo Jun Zeng, Jun Ping Wang*, Yan Xiang Li

Keywords:

Finite Element Analysis (FEA), Seismic Action, Spatial Effects, Stairs, Steel Frame Structure

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* - Corresponding Author

References

[1] Yanxiang Li. Stair's influence on the seismic performance of high-rise steel structure [D]. Kunming: Kunming University of science and technology, (2013).

Google Scholar

[2] Hongwei Lin. Stairs to participate in the structure under seismic loading space overall computing research [J]. Fuzhou: Fujian construction science and technology, 2010, 4: 38-40.

Google Scholar

[3] Yuan Feng, Xiaobin Wu, Congchun Li etc. Cast-in-place stairs influence on frame structure seismic analysis and design Suggestions [J]. Beijing: the journal of civil engineering, 2010, 10: 53-62.

Google Scholar

[4] YueKui Shen, Tao Zhang, Wei Wang. Frame structure seismic damage analysis and design of stairs countermeasures [J]. Beijing: the architectural structure, 2009, 33 (11) 6: 72-74100.

Google Scholar