1. Uriz P, Mahin S. Toward earthquake-resistant design of concentrically braced steel-frame structures. PEER Report 2008/08, Pacific Earthquake Engineering Research Center, College of Engineering, Univ. of California, Berkeley; 2008.
2. Experimental investigation of inelastic cyclic buckling and fracture of steel braces;Fell;J Struct Eng,2009
3. Behavior of square hollow structural steel braces with end connections under reversed cyclic axial loading;Shaback;Can J Civ Eng,2003
4. Tremblay R, Haddad M, Martinez G, Richard J, Moffatt K. Inelastic cyclic testing of large size steel bracing members, the 14th World Conference on Earthquake Engineering, October 2008, Beijing, China.
5. Chen C-H, Mahin S. Performance-based seismic demand assessment of concentrically braced steel-frame buildings. PEER Report 2012/103, Pacific Earthquake Engineering Research Center. College of Engineering, Univ. of California: Berkeley.