Comparative Study of with and without Shear Wall for Drift & Displacement |
Author(s): |
| Prasad R Gayake , SND COE & RC, Yeola; Nikam P. A |
Keywords: |
| R.C.C. Shear Wall, High Rise Structure, ETABS, Displacement, & Drift |
Abstract |
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In the seismic design of buildings, shear wall act as a major earthquake resisting members. Shear wall plays a great role for lateral load resistance. The properties of these seismic shear walls give the response of the buildings, and therefore, it is essential to evaluate the seismic response of the walls appropriately. Effect of shear wall has been studied with the help of two different models. We have design it for zone four and Model for with and without shear wall. An earthquake load is applied to a building of G+14 stories. Parameters like Lateral joint displacement and joint drift required for each floor are calculated in both cases of shear wall. The analysis of this parameter is carried out by using ETABS software. |
Other Details |
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Paper ID: IJSRDV6I31019 Published in: Volume : 6, Issue : 3 Publication Date: 01/06/2018 Page(s): 2310-2312 |
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