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Nonlinear seismic responses of a 4-storey and 6-storey composite plate shear wall (C-PSW) are studied. A nonlinear finite element model which includes both material and geometric nonlinearities is used for this study. Nonlinear seismic analysis shows that composite plate shear walls, in high seismic region, behave in a stable and ductile manner. It has been observed that the boundary members and the...
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