ANALYSIS OF OPTIMUM POSITIONING WITH AND WITHOUT SHEAR WALL FOR A DIFFERENT ZONE BY USING E-TAB |
Author(s): |
Sanket Boharupi |
Keywords: |
Shear wall, horizontal forces, zero eccentricity, ETAB, optimum position |
Abstract |
Shear walls are vertical elements of the horizontal force resisting system. They can resist forces directed along the length of the wall. Once shear walls are designed and constructed properly. They will have the strength and stiffness to resist the horizontal forces. Four different cases of shear wall position for G+15 storey building with keeping zero eccentricity between mass centre and hardness centre have been analysed and designed as a frame system by computer application software ETAB. ETABS stands for Extended Three dimensional Analysis of Building Systems. ETABS is a special-purpose computer program developed specifically for building structures. The case study in this paper mainly emphasizes on analysis of optimum positioning with or without shear wall for a different zones by using ETABS. Modelling of 15-storey’s R.C.C. framed building for shear wall is done on the ETABS software for analysis. The framed structure is subjected to lateral and gravity loading in accordance with IS provision and the results are analysed to determine the optimum positioning of the Shear wall. |
Other Details |
Paper ID: IJSARTV Published in: Volume : 7, Issue : 4 Publication Date: 4/1/2021 |
Article Preview |
Download Article |