Decoupling algorithm for evaluating multiple beam damages in steel moment-resisting frames
Author:
Affiliation:
1. School of Civil Engineering; Chongqing University; Chongqing China
2. Disaster Prevention Research Institute; Kyoto University; Kyoto Japan
3. Department of Architecture and Architectural Engineering; Kyoto University; Kyoto Japan
Funder
JSPS KAKENHI
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference27 articles.
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2. Seismic capacity of retrofitted beam-column connections in high-rise steel frames when subjected to long-period ground motions;Chung;Earthquake Engineering & Structural Dynamics,2012
3. Effects of connection fractures on SMRF seismic drift demands;Luco;Journal of Structural Engineering,2000
4. Effects of connection fractures on global behavior of steel moment frames subjected to earthquakes;Rodgers;Journal of Structural Engineering,2006
5. Full-scale test of composite frame under large cyclic loading;Nakashima;Journal of Structural Engineering,2007
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