Analysis and Design of High Rise Residential building by Using ETABS |
Author(s): |
| Chevuru Venkatesh , Annamacharya Institute of Technology and Sciences; K.Sai Abhinav, Annamacharya Institute of Technology and Sciences; A.Kalpana, Annamacharya Institute of Technology and Sciences |
Keywords: |
| ETABS, residential building, inverted v bracings, combination |
Abstract |
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From the ancient time we know earthquake is a disaster causing occasion. Up to date days constructions are fitting increasingly narrow and extra inclined to sway and consequently detrimental within the earthquake. Researchers and engineers have worked out within the past to make the constructions as earthquake resistant. After many functional reports it has proven that use of lateral load resisting methods in the constructing configuration has drastically increased the performance of the structure. In the present analysis, a residential building is analyzed with columns, columns with inverted v Bracings for G+14 building. The building is analyzed in both static & dynamic analysis and the results of Displacement, Storey shear, Moment, Base moment, Base shear were compared for different load combinations in static & dynamic analysis, results of critical load combination are noted. In dynamic analysis response spectrum method is carried out for the building. The building is analyzed in condition i.e,, in ZONE- 4 & 5 in three soils and the results of different heights are noted as stated above. A commercial package of ETABS 2013 has been utilized for analyzing residential building. The result has been compared using tables & graph to find out the most optimized solution. Concluding remark has been made on the basis of this analysis & comparison tables. |
Other Details |
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Paper ID: IJSRDV9I20144 Published in: Volume : 9, Issue : 2 Publication Date: 01/05/2021 Page(s): 203-208 |
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