Pushover Analysis of RC Frame Buildings with Shear Wall: A Review |
Author(s): |
| J. Parishith , Bannari Amman Institute of Technology - Sathyamangalam; V. Preetha, Bannari Amman Institute of Technology - Sathyamangalam |
Keywords: |
| Seismic Areas, Structural Safety, Pushover Analysis |
Abstract |
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The structure in high seismic areas may be susceptible to the severe damage. The structural safety for seismic loading is one of the most important factor along with building serviceability and potential for economic loss during major earthquakes. As multi-storeyed structures are coming up in large numbers, the designers are in a necessity to provide adequate lateral strength and stability against the earthquake and wind loads. Hence in order to provide the lateral strength and stability, shear walls are introduced into the high-rise buildings. This review article is based on Non-linear Static Analysis (Pushover Analysis) of RC frame buildings with shear wall and its parameters such as Lateral Displacement, Storey Shear, Storey Drift, Base shear and demand Capacity (Performance Point) are been evaluated using E-TABS and SAP software. |
Other Details |
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Paper ID: IJSRDV4I120524 Published in: Volume : 4, Issue : 12 Publication Date: 01/03/2017 Page(s): 614-617 |
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