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In the past sufficient amount of research was conducted on Analysis of building with and without shear wall. However very little work is found related to Analysis of irregular high rise building with shear walls at different locations. It is relevant that high rise building are increasing day by day hence its study is necessary for development point of view. So we thought to use Staad Pro V8i to analyze the certain irregular high rise building by changing the location of shear wall and see what the effects on structure are? The present work contains the experimental investigation on reducing the size of the member to make structure economical and efficient by locating shear wall at varying places in irregular shape building. The usefulness of shear walls in the structural planning of multistory buildings has long been recognized. When walls are situated in advantageous positions in a building, they can be very efficient in resisting lateral loads originating from wind or earthquakes. Reinforced concrete framed buildings are adequate for resisting both vertical and horizontal loads acting on them. Extensive research has been done in the design and analysis of shear wall high-rise buildings. However, significance of shear wall in high-rise irregular structures is not much discussed in literature. A study on an irregular high-rise building with shear wall and without shear wall was studied to understand the lateral loads, bending moment, shear effects.

Analysis of Irregular High-rise Building Using Shear Walls at Different Locations