Pseudo-Dynamic Test Analysis of Plane Steel Frame with Semi-Rigid Connection

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Abstract:

In this paper, the pseudo-dynamic test of the plane steel frame with slit T steel connection was carried out.According to the results of the experiment,we focused on the analysis of strain,the acceleration response,displacement response and hysteretic performance of the steel frame to investigate the seismic performance of the steel frame,so as to provide experimental basis for improving the design of steel structure in our country.

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210-213

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February 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xinwu Wang, etc. Research of T steel connection for H section steel beam-column [A]. The 2nd National conference on modern structural engineering [C], 2002, 20~22.

Google Scholar

[2] Aksoylar N D, Elnashai Amr S, Mahoud H. The design and seismic performance of low-rise long-span frames with semi-rigid connections. Journal of Constructional Steel Research, 2011, 62(114~126).

DOI: 10.1016/j.jcsr.2010.07.001

Google Scholar

[3] YuChen, Shimin Dong, Liping Li. The introduction for pseudo-dynamic test method in the regulation of seismic test method. Building science, (1995).

Google Scholar

[4] Qiu Fa-wei, Qian Jia-ru, Chen Zhip-eng. The Structural Seismic Experimental Methods [M]. Beijing: Science Press, 2000, 119~127.

Google Scholar

[5] Wan Hai-ying. The theoretical analysis and experimental research of the steel structure system with semi-rigid connection [D]. University of science and technology of China, (2009).

Google Scholar

[6] JGJ101-96. Regulations of seismic test method for buildings[S]. Beijing: China Building Industry Press, (1996).

Google Scholar