Investigation of channel-encased braces incorporating circular HSS

Author:

Seker Onur,Shen Jay,Faytarouni MahmoudORCID,Akbas Bulent

Funder

Canadian Institute of Steel Construction

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference59 articles.

1. Experimental Studies on the Elastic-Plastic Behavior of Braced Frames under Repeated Horizontal Loading. Part 2 Experiments of braces composed of steel circular tubes, angle-shapes, flat bars or round bars;Wakabayashi;Bull Disaster Prevent Res Inst,1980

2. Black GR, Wenger BA, Popov EP. “Inelastic Buckling of Steel Struts Under Cyclic Load Reversals”. University of California, Berkeley, California, USA. Technical Report, UCB/EERC-80/40; 1980.

3. Zayas VA, Popov EP, Mahin SA. Cyclic Inelastic Behavior of Steel Offshore Structures: A Report to Sponsor American Petroleum Institute (No. 14). University of California, Earthquake Engineering Research Center; 1980.

4. Tests of cold-formed circular tubular braces under cyclic axial loading;Elchalakani;J Struct Eng,2003

5. Tremblay R, Haddad M, Martinez G, Richard J, Moffatt K. Inelastic Cyclic Testing of Large Size Steel Bracing Members (The 14thWorld Conference on Earthquake Engineering) October 12–17; 2008 (Beijing, China).

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