Stiffness-Based Design for Mitigation of Residual Displacements of Buckling-Restrained Braced Frames
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology at Delhi, New Delhi 110016, India.
2. Associate Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001204
Reference38 articles.
1. AISC. (2005). “Seismic provisions for structural steel buildings.” AISC 341-05 Chicago.
2. AISC. (2011). “Steel construction manual.” AISC 325-11 14th Ed. Chicago.
3. Evaluation of buckling-restrained braced frame seismic performance considering reserve strength
4. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE 7-10 Reston VA.
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