Seismic Analysis of Multi-Storey Building with Infills Shear Wall Having Floating Column |
Author(s): |
| Mohd Jamaluddin Danish , AL Habeeb Engineering College, Chevella, Telangana, India |
Keywords: |
| Effluent- ESA (Equivalent Static Analysis) & (RSA) Response Spectrum Analysis |
Abstract |
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The masonry infill walls are considered as non-structural element and their stiffness contribution are ignored in the analysis when building is subjected to seismic loads, but it is considered while we studying stability analysis. RC frame building with open ground story, and similar soft story effect can be observed when soft story at different levels of structure are constructed. The building with discontinuity in the stiffness and mass subjected to concentration of forces and deformations at the point of discontinuity which may leads to failures of members at the junction and collapse of building. It is an attempt to study the performance of multi-storeyed reinforced concrete building frame due to influence/provision of masonry infill’s and shear wall, eleven (11) building models (15 storey each). |
Other Details |
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Paper ID: IJSRDV5I100027 Published in: Volume : 5, Issue : 10 Publication Date: 01/01/2018 Page(s): 66-69 |
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