Seismic behavior factors of buckling-restrained braced frames
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[1] Ian G. Buckle,et al. Seismic Performance of Steel Girder Bridges with Ductile Cross Frames Using Buckling-Restrained Braces , 2006 .
[2] Hanbin Ge,et al. A seismic upgrading method for steel arch bridges using buckling‐restrained braces , 2005 .
[3] Andrei M. Reinhorn,et al. IDARC2D, Version 4.0: A Computer Program for the Inelastic Damage Analysis of Buildings , 1996 .
[4] Jinkoo Kim,et al. Energy-based seismic design of structures with buckling-restrained braces , 2004 .
[5] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[6] Mamoru Iwata,et al. Buckling‐restrained brace using steel mortar planks; performance evaluation as a hysteretic damper , 2006 .
[7] Jinkoo Kim,et al. Response modification factors of chevron-braced frames , 2005 .
[8] H. K. Thio,et al. Development of ground motion time histories for seismic design , 2011 .
[9] Reza Akbari,et al. SEISMIC BEHAVIOUR FACTOR, R, FOR STEEL X-BRACED AND KNEE-BRACED RC BUILDINGS , 2003 .
[10] Thambirajah Balendra,et al. Overstrength and Ductility Factors for Steel Frames Designed According to BS 5950 , 2003 .
[11] Robert Tremblay,et al. Seismic testing and performance of buckling- restrained bracing systems , 2006 .
[12] Qiang Xie,et al. State of the art of buckling-restrained braces in Asia , 2005 .
[13] Jinkoo Kim,et al. Evaluation of seismic energy demand and its application on design of buckling-restrained braced frames , 2009 .