作者: Muhammad Abu Eusuf , Khairuddin Abdur Rashid , Wira Mohd. Noor , Abdullah Al Hasan
DOI: 10.4028/WWW.SCIENTIFIC.NET/AMM.268-270.706
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摘要: This study describes the analysis and design process of shear wall construction, which is applied in various types building construction. Shear walls resist lateral forces viz. earthquake force wind for high-rise structure gravity load all type structure. Besides, Buildings with cast-in-situ reinforced concrete are widely used earthquake-prone area regions world. Research methods were confined to library research employed software analysis. The analytical accuracy complex system have always been concern civil structural Engineering system. this performed on platform modelling then, models usually idealized as line elements instead continuum elements. Single modelled cantilevers openings pier/ spandrel systems. In order find stiffness, simple systems can provide reasonable results. It has accepted that a scale based model FEM exact justifiable.