Research on Seismic Performance of the Steel-Braced Frame

Abstract:

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With the purpose of comprehending the seismic performance of steel-braced frame system better and more comprehensivly, the paper overviewed and summarized the hysteretic performance,ductility and energy dissipation performance of the steel-braced frame based on a large number of abroad documents.The force was on the seismic performance of steel-braced frame in different supporting forms and the insufficiency in the research.

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Periodical:

Edited by:

Helen Zhang, David Jin and X.J. Zhao

Pages:

197-200

DOI:

10.4028/www.scientific.net/AMM.540.197

Citation:

C. J. Hu and X. W. Wang, "Research on Seismic Performance of the Steel-Braced Frame", Applied Mechanics and Materials, Vol. 540, pp. 197-200, 2014

Online since:

April 2014

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$35.00

* - Corresponding Author

[1] Li Guoqiang . Design multilayer and high-rise steel structure [M]. Beijing: China building industry press(2004).

[2] Cao Junfeng. Pseudo dynamic test and the comparison of the two methods for the steel frame system[S]. Hefei university of technology(2007).

[3] Lv Jia. Research on the pseudo dynamic test and application for steel braced frame with semi-rigid connection[S]. Hefei university of technology(2010).

[4] Balendra T, Yu C H, Lee F L. An economical structural system for wind and earthquake loads. Engineering Structures, 23: 491-501(2001).

DOI: 10.1016/s0141-0296(00)00061-4

[5] Shi Yongjiu, Xiong Jun, Wang Yuanqing, etc. Experimental study on seismic performance for multilayer steel frame with eccentrically brace. The Journal of building structures, 31(2): 29-34(2010).

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