Abstract: This paper compares an optimized shear wall layout obtained from an existing research paper and a conventional model. The objective of the study is to evaluate the structural efficiency of both designs while considering constraints related to drift and displacement. Shear walls are important components that provide lateral stability to buildings, particularly in regions susceptible to seismic activities. The optimized shear wall layout, sourced from a relevant peer-reviewed paper, serves as the basis for comparison. The conventional model adheres to established design practices and code requirements. The study evaluates the response of the structures under various load combinations, including seismic and wind forces. Through rigorous comparative analyses, the study reveals the relative advantages and limitations of the optimized shear wall layout compared to the conventional design in terms of structural performance and efficiency. The findings highlight the significance of considering drift and displacement constraints to ensure the safety and resilience of buildings in seismic-prone regions. The implications of this study offer valuable insights for the architectural and engineering community, showcasing the potential for enhanced structural performance through optimization techniques. The paper contributes to a deeper understanding of the benefits of incorporating optimized shear wall layouts in structural design, ultimately promoting more sustainable and safer construction practices in the future.

Keywords: RC Shear wall, Optimization, story drift, displacement

| DOI: 10.17148/IARJSET.2023.10822