Seismic performance of high-strength steel framed-tube structures with bolted web-connected replaceable shear links
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DOI: 10.12989/scs.2020.37.3.323
Abstract: In steel framed-tube structures (SFTSs), the plastic hinges at beam-ends cannot be adequately improved because of the large cross sections of spandrel beams, which results in the lower ductility and energy dissipation capacities of traditional… read more here.
Keywords: steel; web connected; bolted web; shear links ... See more keywords