Second-Order Effects of Shanxi Tall Steel Framework Sway

Ting Ting Kang

doi:10.4028/www.scientific.net/AMM.275-277.1096

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 275-277Second-Order Effects of Shanxi Tall Steel...

Second-Order Effects of Shanxi Tall Steel Framework Sway

Abstract:

Structure in horizontal wind load produce lateral displacement, vertical load may have caused additional effects due to the lateral displacement and deformation of the cumulative increase leads to structural instability collapse. Due to the characteristics and problems of the structure, utilizing SAP2OOO finite element software, this paper consider the deformation of the lateral displacement of the second-order effects under wind loads and loads of the Shanxi Taiyuan Xiaodian a tall steel frame structure.

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Periodical:

Applied Mechanics and Materials (Volumes 275-277)

Pages:

1096-1099

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.275-277.1096

Citation:

Cite this paper

Online since:

January 2013

Authors:

Ting Ting Kang

Keywords:

Horizontal Displacement, Second-Order Effects, Tall Steel Frame

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References

[1] GB50017-2003: steel structure design specification. China Planning Press, (2003).

Google Scholar

[2] GB50009-2001: Building Structure Load Code. China Building Industry Press, (2006).

Google Scholar

[3] S. Hao; Shu Xingping: Steel frame normal limit state considering sway performance of the second-order effects. Hunan University of Science and Technology (Natural Science), December (2011).

Google Scholar

[4] Li Bo; HuShaobing WELDED and FengYufei: The second-order effects of a steel structure plant impact study. Building structure (Supp. ), April (2010).

Google Scholar

[5] Lin Congyun: Second-order effects of low-rise steel frame structure analysis. Fujian Building Materials, (2011).

Google Scholar