Seismic response modification factor for RC-frames with non-uniform dimensions
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DOI: 10.1080/23311916.2021.1923363
Abstract: In existing seismic design codes, base shear is measured using the elastic force requirement divided by the strength reduction factor. This factor is used to take account of structures’ ability to ... read more here.
Keywords: response modification; modification factor; factor frames; seismic response ... See more keywords