Displacement-Based Seismic Assessment for Precast Concrete Frames with Non-Emulative Connections
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DOI: 10.1080/13632469.2018.1475311
Abstract: ABSTRACT The paper develops a methodology for the seismic vulnerability assessment, Displacement-Based Assessment (DBA), of one-story and multi-story precast concrete frames with non-emulative connections. The method is based on the Direct Displacement-Based Design procedure initially… read more here.
Keywords: concrete frames; precast concrete; displacement; displacement based ... See more keywords
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