Pushover Analysis of RCC Structure with Different Shape of Column having Constant Cross-Sectional Area |
Author(s): |
| Sonam Bhadoria , MAHAKAL INSTITUTE OF TECHNOLOGY AND MANAGEMENT, UJJAIN (M.P.); Dr. J. N. Vyas, MAHAKAL INSTITUTE OF TECHNOLOGY AND MANAGEMENT, UJJAIN (M.P.) |
Keywords: |
| Pushover Analysis, RCC Structure, Seismic Effect, Plastic Rotation |
Abstract |
|
In India, construction and Seismic study of Reinforced concrete structure couldn’t be done because of lack of knowledge and practical studies in engineer and researchers. So, in this review paper study the behaviour of reinforced concrete structure. Studies, RCC structure with constant cross-sectional area with different shape of column irregularity in horizontal direction in modelling. The behaviour of RCC structure under the action seismic effect, could suffer a considerable degree of freedom in the normal-to-direction of Seismic load. The performance based (pushover analysis) study of RCC structure shows the more accurate result against the lateral loading based on ATC-40 and FEMA-356 depends the ductility of steel confinement in column and non-linear performance of material to show plastic rotation of components of the structure. |
Other Details |
|
Paper ID: IJSRDV7I40733 Published in: Volume : 7, Issue : 4 Publication Date: 01/07/2019 Page(s): 830-833 |
Article Preview |
|
|
|
|
