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<https://discovery.ucl.ac.uk/id/eprint/10087626> <http://purl.org/dc/terms/title> "Seismic Design and Preliminary Analyses of a Prefabricated Hybrid Steel-Concrete Wall"^^<http://www.w3.org/2001/XMLSchema#string> .
<https://discovery.ucl.ac.uk/id/eprint/10087626> <http://purl.org/ontology/bibo/abstract> "Steel frames with reinforced concrete infill walls (SRCWs) are an interesting structural solution\r\nfor applications in seismic areas if designed to exploit the stiffness of reinforced concrete (RC)\r\nand the ductility and dissipative capacity of steel. Three horizontal resisting mechanisms can be\r\nidentified in SRCW: 1) contribution of the steel frame; 2) direct interactions between the steel\r\nframe and the compression strut in the RC infill walls; 3) interactions between steel frame and the\r\nRC infill wall through friction and shear connectors. While Eurocode 8 considers SRCWs to behave essentially as RC walls, numerical analyses demonstrated that this assumption may be far\r\nfrom reality. Innovative solutions for SRCW and relevant design approaches were eventually proposed in order to achieve a structural system able to fully exploit the advantages of the steel and\r\nRC components. In this context, the present study investigates a type of innovative modular\r\nSRCW through numerical simulations allowing a better understanding of its structural behaviour."^^<http://www.w3.org/2001/XMLSchema#string> .
<https://discovery.ucl.ac.uk/id/eprint/10087626> <http://purl.org/dc/terms/date> "2019-10-05" .
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