Pushover Analysis of Multi-Storeyed Structure in Using SAP 2000 Software |
Author(s): |
| M C Paliwal , NITTTR Bhopal; Bablu Mansuri, NITTTR Bhopal |
Keywords: |
| Seismic Excitation, Base Shear, Displacement, RCC Building, SAP2000 |
Abstract |
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Seismic Excitations are the most devastating natural hazards in terms of life and property loss of any region. About 60% of the land area of our country is likely to damaging levels of seismic hazard. The response of the structure during earthquake greatly depends on the size, geometry and shape of the structure. The earthquake investigators repeatedly confirm that the irregular structure suffer more damage than the regular structure. The present study is to evaluate the seismic performance of G+6 RCC building frame subjected to earthquake forces. The structures are modelled and analysed using SAP 2000 software. Comparison of seismic response of the structure in terms of base shear and displacement along with the location of the plastic hinges at the performance point of all the models are considered. Based on the above response parameters, the results and conclusions are drawn. |
Other Details |
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Paper ID: IJSRDV8I90059 Published in: Volume : 8, Issue : 9 Publication Date: 01/12/2020 Page(s): 86-89 |
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