Behaviour of Coupled Shear Wall Building
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2016, Vol 4, Issue 11
Abstract
High rise building has become need of today’s era. High rise building is a structure vertically cantilevered from the ground level subjected to axial loading and lateral forces. Lateral forces generated either due to wind blowing against the building or due to the inertia forces induced by ground shaking which tend to snap the building in shear and push it over in bending. Shear walls have been the most common lateral force resisting elements for tall building besides frame systems. For building taller than 10-stories, frame action obtained by the interaction of slabs and columns is not adequate to give the required lateral stiffness. But it can be improved by strategically placing shear walls as it is very effective in maintaining the lateral stability of tall buildings under severe wind or earthquake loading. In present study twelve storied reinforced concrete building with coupled shear wall is analysed using soft tool SAP2000.The analysis done for the 2D and 3D structure by response spectrum method.
Authors and Affiliations
Mayur M. More, Ajit N. Patil, Vidyanand S. Kadam, Manoj M. More
Keywords
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