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dc.contributor.authorDai, Xianghe*
dc.date.accessioned2017-03-14T09:00:56Z
dc.date.available2017-03-14T09:00:56Z
dc.date.issued2013
dc.identifier.citationDai X (2013) Structural Behaviour of Cold-formed Steel Cassette Wall Panels Subject to In-plane Shear Load. Journal of Civil Engineering Research. 3(3): 65-74.en_US
dc.identifier.urihttp://hdl.handle.net/10454/11604
dc.descriptionNoen_US
dc.description.abstractThis paper presents the structural behaviour of cold-formed steel cassette wall panels subjected to in-plane shear loads. To understand the influence of configuration, lining material and connector arrangement on the overall shear behaviour of typical cassette wall panels, different lining materials, fastener spacing and positions, edge stiffeners and specific boundary conditions were assumed in the numerical simulations. The comparison and analysis presented in this paper demonstrate typical effect factors to the load-bearing capacity of selected wall panel systems. In particular, the effect of wall opening to the structural shear behaviour of wall panels is highlighted.en_US
dc.language.isoenen_US
dc.relation.isreferencedbyhttp://article.sapub.org/10.5923.j.jce.20130302.01.htmlen_US
dc.subjectCold-formed steel; Cassette wall panel; In-plane shear load; Numerical simulation; Load capacityen_US
dc.titleStructural Behaviour of Cold-formed Steel Cassette Wall Panels Subject to In-plane Shear Loaden_US
dc.status.refereedYesen_US
dc.typeArticleen_US
dc.type.versionNo full-text in the repositoryen_US


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