Evaluation of Shear Wall Configurations in RCC Structures for Seismic and Wind Load Resistance

Abstract

RCC structures are extensively used due to their versatility and durability. The major problem in RCC structures is the dynamic forces like seismic and wind loads. Lateral forces generate stresses that cannot be resisted by a conventional RCC building without special design provisions. Shear walls are vertical elements of RCC structures, which resist lateral loads and increase the stability, strength, and safety of buildings. The review of roles, configurations, and benefits of shear walls in resisting seismic and wind-induced stresses relates their ability to check lateral displacement, minimize torsion, and maximize the dissipation of energy. There are various kinds of shear walls which include concrete variants and masonry variants and other configurations, namely flanged walls, rectangular coupled walls. In this context, discussions of challenges in their implementation, including architectural constraints and construction inaccuracies, are set alongside advancements in analytical and design techniques to optimize their performance. This review highlights the indispensable role of shear walls in ensuring compliance with modern building codes and standards while enhancing the resilience and longevity of RCC structures.