Evaluating the influences of connection forms on the cyclic performance of RSFBs
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DOI: 10.1016/j.soildyn.2021.106598
Abstract: Abstract A rocking steel frame with buckling-restrained braces (RSFB) with excellent deformation controlling and energy dissipating capacities is proposed to retrofit conventional steel frames. Notably, previous studies have shown that the seismic performance of structures… read more here.
Keywords: plane; performance; connection forms; deformation ... See more keywords