Probabilistic seismic demand assessment of steel frames braced with reduced yielding segment buckling restrained braces
Author:
Affiliation:
1. Faculty of Engineering, University of Guilan, Rasht, Iran
2. Department of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran
3. Department of Civil Engineering, Islamic Azad University, Tehran, Iran
Publisher
SAGE Publications
Subject
Building and Construction,Civil and Structural Engineering
Link
http://journals.sagepub.com/doi/pdf/10.1177/1369433217737115
Reference36 articles.
1. Evaluation of buckling-restrained braced frame seismic performance considering reserve strength
2. Earthquake-resistant design of buckling-restrained braced RC moment frames using performance-based plastic design method
3. Numerical investigation on design requirements for steel ordinary braced frames
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