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<https://discovery.ucl.ac.uk/id/eprint/1575831> <http://purl.org/dc/terms/title> "Probabilistic performance assessment of low ductility r.c. frames retrofitted by elasto-plastic braces"^^<http://www.w3.org/2001/XMLSchema#string> .
<https://discovery.ucl.ac.uk/id/eprint/1575831> <http://purl.org/ontology/bibo/abstract> "The paper illustrates a probabilistic methodology for assessing the vulnerability of existing r.c. buildings with\r\nlimited ductility capacity and retrofitted by means of dissipative braces. The methodology is based on the\r\ndevelopment of single component and system fragility curves before and after the retrofit. The proposed approach\r\nallows to highlight the possible changes in the most significant collapse modalities before and after the retrofit and\r\nto evaluate the effectiveness of the retrofit by taking into account the probabilistic properties of the seismic\r\nbehaviour of the considered systems.\r\nA benchmark 2-dimensional reinforced concrete frame with low ductility capacity is considered as case study. The\r\nframe is designed for gravity-loads only and does not comply with modern anti-seismic code requirements. It is\r\nretrofitted by introducing elasto-plastic dissipative braces designed for different levels of their target base-shear\r\ncapacity, following a design method involving the pushover analysis of the system before and after retrofit. The\r\nobtained results show that the use of braces yields a significant increase in the seismic capacity, though an\r\nincreased dispersion of the behaviour is observed in the retrofitted system."^^<http://www.w3.org/2001/XMLSchema#string> .
<https://discovery.ucl.ac.uk/id/eprint/1575831> <http://purl.org/dc/terms/date> "2011-09-22" .
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