Abstract:Steel braced frame systems (SBFs) having both high stiffness and high strength are commonly utilized due to resisting lateral seismic forces in regions with high seismicity. In the study, concentrically braced frames (CBFs) having different bracing configurations are used to obtain the significance of the pulse period associated with near-fault (NF) ground motion by time-history dynamic analysis. Besides, far-fault (FF) ground motions are also used to compare with NF ground motion results according to chancing… Show more
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