DYNAMIC ANALYSIS OF MULTISTORIED HIGH RISE BUIDING WITH DIFFERENT TYPES OF SHEAR WALL USING ETAB
Sangita C. Nagare
ME Structures, Civil Engineering Dept. Late G.N.Sapkal college of Enginerring, Nashik,India , IN
R.M. Jadhav
ME Structures, Civil Engineering Dept. Late G.N.Sapkal college of Enginerring, Nashik,India , IN
S.H. Patel
ME Structures, Civil Engineering Dept. Late G.N.Sapkal college of Enginerring, Nashik,India , IN
Keywords: Dynamic analysis,High Rise Building, Shear Wall, E-tabs
Abstract
Shear walls are one of the most appropriate and important structural component in multi-storied building. Therefore, it would be very interesting to study the structural response and their systems in multi-storied structure. Shear walls contribute the stiffness and strength during earthquakes which are often neglected during design of structure and construction.
Shear walls generally used in high earth quake prone areas, as they are highly efficient in taking the loads. The earthquake load and wind load is quite high in some specified zones ,to overcome this problem shear wall are efficient and effective. To determine the solution for shear wall location in multi-storey building.. The earthquake load is to be calculated and applied to a multi-storied building of plan 12mx15m and G+30 building is located in Zone III for different cases of location of shear wall.This study shows that effect of shear wall on the structure. The analysis of all models was done using Response spectrum method.For this model, results are calculated and analyzed for the effective location of shear wall. Analysis is done by using etab software. The comparison of results has been done based on same parameters like storey drift ratio, displacement etc
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