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Steel plate shear walls have been used in the construction of high-rise buildings in seismic prone countries for decades. Steel structures have great advantages compared to other systems such as reinforced concrete shear wall. With the rise in height of a building, there will be a decrease in the lateral resistance capacity of the steel shear wall. This led to the use of stiffeners in steel shear wall, which further led to an advanced study with the development of corrugations in steel shear wall. The corrugations in steel structures have a benefit of high ultimate bearing, high energy absorption capacity, appropriate stiffness and reduced structural weight. This paper deals with an analytical study of corrugated steel shear walls with openings of different sizes and comparison of force-displacement curves, stiffness, ultimate strength, shear buckling behaviour and distribution of stress in the steel shear wall. Keywords—Corrugation; Lateral resistance; Buckling;Ultimate bearing

Lateral Resistance Capacity and Strengthening of Corrugated Steel Wall with Different Openings