Effect of Friction Bearing Ratio on Isolation Performance and Nonlinear Property in Parallel Composite Isolation System

Article Preview

Abstract:

Different friction bearing ratios have effects on the base isolation property of parallel composite isolation system subjected to the seismic excitation. In order to deeply investigate how the friction bearing ratio affect the isolation property, the numerical simulation was carried out by the time-history analysis method, in which the seismic response of parallel composite isolation system with different friction bearing ratios under different acceleration peak values were calculated. Then, the effects of different friction bearing ratios on the base maximum shear coefficients and base maximum displacements; the hysteretic characteristics and nonlinear properties were analyzed and discussed. The results show that, for the parallel composite isolation system, friction bearing ratio is a key factor affecting the isolation property and the nonlinear properties are tightly related to the friction bearing ratio and acceleration peak values.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

896-900

Citation:

Online since:

January 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Ivo Caliò, Massimo Marletta. Francesco Vinciprova, Seismic response of multi-storey buildings base-isolated by friction devices with restoring properties, J. Computers & Structures. 81(2003) 2589-2599.

DOI: 10.1016/s0045-7949(03)00327-4

Google Scholar

[2] M.K. Sharbatdar, S.R. Hoseini Vaez, G.Ghodrati Amiri, H. Naderpour, Seismic response of base-isolated structures with lrb and fps under near fault ground motions, J. Procedia Engineering. 14(2011) 3245-3251.

DOI: 10.1016/j.proeng.2011.07.410

Google Scholar

[3] Architectural Institute of Japan, Recommendation for the Design of Base Isolated Buildings, Earthquake Press, Bei Jing, 2006.

Google Scholar

[4] Zhou Fulin, Seismic Control for Engineering Structures, Earthquake Press, Bei Jing, 1997.

Google Scholar

[5] YANG Shubiao, LI Zhenning, Several seismic response analysis of base-isolated structure , special structure. 18(2001) 36-38.

Google Scholar

[6] YANG Shubiao, Ma Yuchao, Li Xuguang, etc, Study on shaking table test model for composite isolation structures, Earthquake Engineering and Engineering Vibration, 30(2010) 142-146.

Google Scholar

[7] YANG Shubiao, Zeng Jiang, Jia Jianhui, Study on test of nonlinear performance in parallel composite isolation system, Earthquake Resistant Engineering and Retrofitting. 33(2011) 38-41, 50.

Google Scholar