Experimental Evaluation of a Large-Scale Buckling-Restrained Braced Frame

Author:

Fahnestock Larry A.123,Ricles James M.123,Sause Richard123

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 2108 Newmark Civil Engineering Laboratory, 205 North Mathews Ave., Urbana, IL 61801. E-mail: fhnstck@uiuc.edu

2. Bruce G. Johnston Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015. E-mail: jmr5@lehigh.edu

3. Joseph T. Stuart Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015. E-mail: rs0c@lehigh.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Aiken I. D. Mahin S. A. and Uriz P. (2002). “Large-scale testing of buckling restrained braced frames.” Proc. Japan Passive Control Symp. Tokyo Institute of Technology Yokohama Japan.

2. ASCE. (2005). “Minimum design loads for buildings and other structures.” SEI/ASCE 7-05 Reston Va.

3. Black C. J. Makris N. and Aiken I. D. (2002). “Component testing stability analysis and characterization of buckling restrained ‘unbonded’ braces.” Technical Rep. No . PEER 2002/08 Pacific Earthquake Engineering Research Center Univ. of California at Berkeley Berkeley Calif.

4. Fahnestock L. A. Sause R. and Ricles J. M. (2006). “Analytical and large-scale experimental studies of earthquake-resistant buckling-restrained braced frame systems.” ATLSS Rep. No. 06-01 Lehigh Univ. Bethlehem Pa.

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