Experimental and Numerical Evaluation of Older Chevron Concentrically Braced Frames with Hollow and Concrete-Filled Braces
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720 (corresponding author).
2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720.
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.0001988
Reference30 articles.
1. Cyclic Out‐of‐Plane Buckling of Double‐Angle Bracing
2. Behavior and design of single plate shear connections
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4. Earthquake testing and response analysis of concentrically-braced sub-frames
5. Brown V. L. S. (1988). “Stability of gusseted connections in steel structures.” Ph.D. dissertation Univ. of Delaware Newark DE.
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