Influence of the rubber end plate on the hysteretic performance of SC-BRBs and structural seismic design

Author:

Xie Qin,Zhou Zhen,Zhang Lingxin

Funder

China Earthquake Administration

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference35 articles.

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3. McCormick J, Aburano H, Ikenaga M, Nakashima, M. Permissible residual deformation levels for building structures considering both safety and human elements. In: Proceeding of 14th world conference earthquake engineering. Beijing, China; 2008. p. 12–7.

4. Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7–05;Erochko;Journal of Structure Engineering,2011

5. Performance-based seismic response of frame structures including residual deformations part I: single-degree of freedom systems;Christopoulos;J Earthquake Eng,2003

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