Failure mechanism and seismic performance evaluation of steel frame using rocking truss

Author:

Jia Mingming,Gao Shan,Fu FengORCID,Yang Ning

Funder

National Natural Science Foundation of China

Natural Science Foundation of Chongqing

Institute of Engineering Mechanics, China Earthquake Administration

National Key Research and Development Program of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference34 articles.

1. “Controlled rocking of steel-framed buildings with replaceable energy-dissipating fuses”, The 14th World Conference on Earthquake Engineering;Eatherton,2008

2. Matthew R. Eatherton M. ASCE, Xiang Ma, A.M. ASCE, Helmut Krawinkler, M.ASCE, et al. Design concepts for controlled rocking of self-centering steel-braced frames Journal of Structural Engineering 140 11 2014 04014082.

3. Clough, R.W., and Huckelbridge, A. A. (1977), “Preliminary experimental study of seismic uplift of a steel frame”. Report No. UCB/EERC-77-22, Earthquake Engineering Research Center (EERC), University of California, Berkeley, CA.

4. Earthquake response reduction of buildings by rocking structural systems;Midorikawa;Smart Structures and Materials,2002

5. Shaking table tests on seismic response of steel braced frames with column uplift;Midorikawa;Earthquake Eng Struct Dyn,2014

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