Research of Earthquake Resistance Performance on the Mega-Sub Controlled Structure

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Abstract:

This paper built the two-dimension equivalent model of mega-sub controlled structure system (MSCSS) and mega frame structure, make an analysis of elastic-plastic time history with the different seismic records of observed data. The research of displacement, acceleration and distribution of plastic hinges obtained by the test can illustrate the controlling characteristics of these two structures. The results show that within the elastic-plastic state, mega-sub controlled structural system still have good response control effect; the control effectiveness of the mega frame and sub-structures of the MSCSS is better than that of the mega frame structures.

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2196-2201

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xun'an Zhang, Dong Wang and Jiesheng Jiang. The controlling mechanism and the controlling effectiveness of passive mega-sub-controlled frame subjected to random wind loads. Journal of sound and vibration, 2004, 1-18.

DOI: 10.1016/j.jsv.2004.04.038

Google Scholar

[2] Liu Rui. Dynamic Reliability Analysis of MSCS Under Seismic Loads. Department of Civil Engineering, Northwestern Polytechnical University dissertation for Master degree, (2010).

Google Scholar

[3] Xun'an Zhang, Xiang'e Zhou and Guanjian He. Response controlling characteristics of mega-sub controlled structure system under seismic excitation[J]. Journal of Shenyang University of Technology, 2008, 30(2), 219-222(in Chinese).

Google Scholar

[4] Jie Li. Stochastic Structural System—Analysis and Modeling. Beijing: Science Press, 1996: 1-14(in Chinese).

Google Scholar

[5] Zheng Ting-yin. A simplified Modal of Braced Steel Frames in Tall Building Considering Second-order Effects[J]. Prceedings of Sicth Pacific Structural Steel Conference, 2001: 184-189.

Google Scholar