Parameters Analysis of Bracing Structure with Friction Energy Dissipation System

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Friction energy dissipating bracing is the kind of efficient system in reducing seismic of buildings. The main parameters are bracing stiffness and yielding displacement of friction energy dissipating devices in this system, which are important to the design of reducing seismic systems. Five-story steel frame building model with friction energy dissipating bracing in each floor is established, whose dynamic response of structure is studied when the value of main parameters is changed. The results show that the displacement of structure are decreased obviously and the acceleration of structure is first decreased and then increased when the bracing stiffness and yield displacement of friction energy dissipating devices are increased. In addition, the rational range of parameters is suggested for the design of friction energy dissipation systems.

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857-860

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March 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Wang Songtao, Cao Zi. Modern aseismatic designing method. Beijing : China architecture & building press, (1997), (in Chinese).

Google Scholar

[2] P. Rojas, J. M. Ricles,M. ASCE, and R. Sause, M. ASCE. Seismic performance of post-tensioned steel moment resisting frames with friction devices. Journal of structural engineering, ASCE, Vol. 4( 2005), pp.529-540.

DOI: 10.1061/(asce)0733-9445(2005)131:4(529)

Google Scholar

[3] Zhou Qiang, lü Xilin. Dynamic analysis of frame structures with friction dampers. Chinese quarterly of mechanics, Vol. 21(3) (2000), pp.304-310 (in Chinese).

Google Scholar

[4] Ou Jinping, Wu Bin, Long Xu, Parameter analysis of passive energy dissipation systems. Earthquake engineering and engineering vibration, Vol. 18(1) (1998) , pp.60-70 (in Chinese).

Google Scholar

[5] Pall A, Vezina S, Proulx P, et al. Friction dampers for Seismic Control of Canadian Space Agency Head Quarters. Earthquake Spectra, Vol. 9(3) (1993), pp.547-557.

DOI: 10.1193/1.1585729

Google Scholar

[6] Zhou Yun, Liu Ji. Comparative experimental study on the behavior of two different energy dissipation brace based on friction. Earthquake engineering and engineering vibration, Vol. 17(1) (1997) , pp.40-48 (in Chinese).

Google Scholar

[7] Wu Bin, Zhang Jigang, Ou Jinping. Experimental research and numerical analysis of pall-typed frictional dampers. Journal of building structures, Vol. 24(2) (2003) , pp.7-13.

Google Scholar

[8] Scholl R E. Design Criteria for Yielding and Friction Energy Dissipators, Proceedings of ATC-17-1 on Seismic Isolation. Passive Energy Dissipation and Active Control. 1993, Vol. 2( 1993) , pp.485-495.

Google Scholar