Shake table testing and numerical simulation of a self-centering energy dissipative braced frame-Reference-Cited by-同舟云学术

Shake table testing and numerical simulation of a self-centering energy dissipative braced frame

Published:2013-04-03 Issue:11 Volume:42 Page:1617-1635
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Erochko Jeffrey¹,Christopoulos Constantin²,Tremblay Robert³,Kim Hyung-Joon⁴

Affiliation:

1. Department of Civil and Environmental Engineering, University of Toronto; Carleton University; Ottawa; ON; Canada formerly, Department of Civil Engineering, University of Toronto

2. Department of Civil Engineering; University of Toronto; Toronto; ON; Canada

3. Department of Civil, Geological and Mining Engineering; École Polytechnique; Montréal; QC; Canada

4. Department of Architectural Engineering; University of Seoul; Seoul; South Korea

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference36 articles.

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2. Residual displacement ratios for assessment of existing structures;Ruiz-García;Earthquake Engineering and Structural Dynamics,2006

3. Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05;Erochko;Journal of Structural Engineering,2011

4. McCormick J Aburano H Ikenaga M Nakashima M Permissible residual deformation levels for building structures considering both safety and human elements Proceedings of the 14th World Conference on Earthquake Engineering 2008

5. Post-earthquake residual displacements of bilinear oscillators;MacRae;Earthquake Engineering and Structural Dynamics,1997

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