Seismic performance evaluation of an infilled rocking wall frame structure through quasi-static cyclic testing
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DOI: 10.1007/s11803-018-0447-8
Abstract: Earthquake investigations have illustrated that even code-compliant reinforced concrete frames may suffer from soft-story mechanism. This damage mode results in poor ductility and limited energy dissipation. Continuous components offer alternatives that may avoid such failures.… read more here.
Keywords: frame; rocking wall; wall frame; evaluation ... See more keywords