Determination the Response Modification Factors of Buckling Restrained Braced Frames
Author:
Publisher
Elsevier BV
Subject
Applied Mathematics
Reference16 articles.
1. Doostan A. et al., (February 2005) Optimum seismic design of concentrically braced steel frames: concepts and design procedures, Journal of Constructional Steel Research, Volume 61, Issue 2, Pp.151-166.
2. Kim, J. and Choi H., (January 2005), Response modification factors of chevron-braced frames, Journal of Engineering Structures, Volume 27, Issue 2, Pp.285-300.
3. Annan, C.D. et al., (July 2009), Experimental evaluation of the seismic performance of modular steel- braced frames, Journal of Engineering Structures, Volume 31, Issue 7, Pp.1435-1446.
4. Kim, J, and Seo, Y., (April 2004). Seismic design of low-rise steel frames with buckling-restrained braces, Journal of Engineering Structures, Volume 26, Issue 5, Pp 543-551.
5. Chang, C. et al., (April 2003) Seismic demands on steel braced frame buildings with buckling-restrained braces, Journal of Engineering Structures, Volume 25, Issue 5, Pp.655-666.
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