This review article offers a thorough summary of current studies regarding the structural performance of multistorey structures, both with and without shear walls, emphasising their behaviour under seismic stresses. The study incorporates several approaches and results from prior experimental, analytical, and computational research to emphasise the function and enhancement of shear wall systems in bolstering structural robustness. Researchers have investigated several layouts, materials, and jointing methods in precast and cast-in-place shear walls to improve seismic performance. Innovative design concepts, including damage avoidance, the use of replacement components, and advanced connecting procedures, have demonstrated potential in reducing post-earthquake damage and facilitating swift recovery. Moreover, the strategic placement of shear walls, the incorporation of self-centering materials, and adherence to contemporary seismic regulations have been analysed as pivotal elements influencing the overall performance of structures. This analysis highlights deficiencies in present understanding and advocates for enhanced modelling, material innovation, and standardised assessment methods to guarantee structural safety in future designs
Hirurkar et al. (Thu,) studied this question.
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