Seismic demand on brace-intersected beams in two-story X-braced frames

Author:

Shen Jay,Wen Rou,Akbas Bulent,Doran Bilge,Uckan Eren

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference14 articles.

1. AISC 341. Seismic provisions for steel structural buildings, AISC 341-10. American Institute of Steel Construction Inc., Chicago, IL; 2010.

2. Uriz P, Mahin SA. Toward earthquake-resistant design of concentrically braced steel-frame structures. PEER rep no. 2008/08. Pacific Earthquake Engineering Research Center, College of Engineering, Univ. of California, Berkeley.

3. Sutchiewcharn N. Seismic study of ductile and non-ductile concentrically braced frames. PhD thesis, Department of Civil, Architectural, and Environmental Engineering, Illinois Institute of Technology, Chicago, Illinois; July 2013.

4. AISC. Seismic design manual, 2nd ed. American Institute of Steel Construction Inc., Chicago, USA; 2012.

5. Khatib I, Mahin SA, Karl SP. Seismic behavior of concentrically braced steel frames, rep no. UCB/EERC 88-01. Dept. of Civil Engineering, University of California, Berkeley, California; 1988.

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