![]() įu F (2018) Design and analysis of tall and complex structures. ![]() Ĭoyle N, Cormie D (2009) 8 Design of elements in steel–concrete–steel composite materials. Yan JB, Wang Z, Luo YB, Wang T (2019) Compressive behaviours of novel SCS sandwich composite walls with normal weight concrete. Zhang K, Varma AH, Malushte SR, Gallocher S (2014) Effect of shear connectors on local buckling and composite action in steel concrete composite walls. ![]() Qin Y, Shu GP, Zhou GG, Han JH, Zhou XL (2019) Truss spacing on innovative composite walls under compression. Rafiei S, Hossain KMA, Lachemi M, Behdinan K (2017) Impact shear resistance of double skin profiled composite wall. Zhou J, Mo YL, Sun X, J Li (2010) Seismic performance of composite steel plate reinforced concrete shear wall. Yang Y, Liu J, Fan J (2016) Buckling behavior of double-skin composite walls: an experimental and modeling study. Qin Y, Shu GP, Zhou GG, Han JH (2019) Compressive behavior of double skin composite wall with different plate thicknesses. In: Structures Congress 2014: Proceedings of the 2014 Structures Congress.īruhl JC, Varma AH, Johnson WH (2015) Design of composite SC walls to prevent perforation from missile impact. īruhl JC, Varma AH (2014) Preliminary study of blast response of steel plate-reinforced concrete walls. Guo L, Wang Y, Zhang S (2018) Experimental study of rectangular multi-partition steel-concrete composite shear walls. Jasim Hilo S, Wan Badaruzzaman WH, Osman SA, Al Zand AW (2015) Axial load behavior of acomposite wall strengthened with an embedded octagon cold-formed steel. Įltayeb E, Ma X, Zhuge Y, Youssf O, Mills JE, Xiao J, Singh A (2020) Structural performance of composite panels made of profiled steel skins and foam rubberised concrete under axial compressive loads. Hossain KMA, Mol LK, Anwar MS (2015) Axial load behaviour of pierced profiled composite walls with strength enhancement devices. Īnwar Hossain KM, Wright HD (2004) Experimental and theoretical behaviour of composite walling under in-plane shear. Hossain KMA, Wright HD (2004) Performance of double skin-profiled composite shear walls-experiments and design equations. Flat DSCW is proposed for large-scale construction projects due to the ease of fabrication to sustain heavy lateral loads. Hence, it is suggested for cost-effective small-scale applications. At present, few studies only carried out research on the suitability of profiled DSCW for high-rise structures. The study determined that profiled DSCW has high ductility and strength index but low shear capacity with the commercially available sheets. The best performing concrete infill and shear connectors are identified for axial and cyclic lateral loads. Improvements in contemporary DSCW technology in terms of shear connectors, concrete mix, and steel faceplates are discussed. Gaps in the existing literature and potential challenges to be addressed in future research are identified. The impact of parameters like the percentage of steel, faceplate slenderness ratio, axial compression ratio, aspect ratio, infill compressive strength, and wall slenderness ratio on the normalized strength and ductility of DSCW specimens are discussed. This paper presents the collection and review of Ninety-Three (93) peer-reviewed research articles on DSCW. Studies on DSCW focus on achieving stronger in-plane and lateral strength with better ductility, deformation, fire resistance, and blast resistance. It is broadly divided as flat DSCW and profiled DSCW based on the type of faceplate used. DSCW comprises a couple of steel faceplates bound onto a concrete core with the help of shear connectors, forming a sandwich of Steel–Concrete–Steel. ![]() Double-Skin-Composite-Walls (DSCWs) are an innovative step towards enhancing strength and ductility while reducing construction time over Reinforced Cement Concrete shear walls.
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