Comparative Analysis of a Multistoried Building with and without Shear wall using STADD Pro.
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2018-06-22T09:18:43Z
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Abstract
In the seismic design of a multi storey building To ensure the stability against the lateral force caused by earth quake various methods are used, the most commonly used method is provision of shear wall to the building. The reinforcement concrete shear wall is the most reliable method of construction of shear wall which make the structure resistant against lateral forces, as it imparts stiffness to the structure and provides enough strength which minimises the damages caused by the earthquake. In this paper three models are analysed one without shear wall and two with shear wall at different location, one at the corner and one with shear wall at the faces and core of the building through STAAD Pro. Equivalent static method is used for software validation and response spectrum method is used for comparison of three models
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Sumith B N, Prashanth G M, Sangamesh, 1NH15CV419, 1NH14CV085, 1NH14CV102