2Black C,Makris N,Aiken I. Component testing,eismic evaluation and characterization of buckling-restrained braces[J].Journal of Structural Engineering,2004,(06):880-894.doi:10.1061/(ASCE)0733-9445(2004)130:6(880).
3Black C,Makris N,Aiken I. Component testing,stability analysis and characterization of buckling-restrained unbondedbraces[D].Pacific Earthquake Engineering Research CenterUniversity of California,Berkeley,2002.
4KIMURA K, YOSHIOKA K, TAKEDA T, et al. Tests on braces encased by mortar in-filled Steel tubes[ C] //Summaries of Technical Papers of Annual Meeting. Architectural Institute of Japan, 1976:1041-1042.
5FUJIMOTO M, WADA A, SAEKI E, et al. A study on the unbounded brace encased in buckling-restraining concrete and steel tube[ J]. J Struct Constr Eng, 1988, 34B:249-258.
6ODA H, USAMI T. Fabricating buckling-restrained braces from existing H-section bracing members experimental study [ J ]. J Struct Eng,ASCE,2010,50(A):499-510.
7NAKAMURA H, MAEDA Y, SASAKI T, et al. Fatigue properties of practical-scale unbounded braces[ R]. Tokyo: Archi- tectural Institute of Japan,2000:51-57.