Review Paper on Behavior of Flat Slab under Dynamic Loading
Author(s):
Sukanya Vidyachandra Sawant , GHRCE nagpur; Prof. K. R. Dabhekar, GHRCE nagpur
Keywords:
Flat Slab, Response Spectrum Method, Seismic Load, Drop
Abstract:
Structures with a large degree of indeterminacy is more to one with less indeterminacy, if yielding takes place in any one of them and members are monolithically connected to each other, then a redistribution of forces takes place. So it is necessary to study analysis of seismic behavior of building. Flat slab building structures are significantly flexible than traditional concrete wall structures or frame structures (beam-column-slab), thus becoming more vulnerable to seismic loading condition. Therefore, the characteristics of the seismic behavior of flat slab buildings suggest that guiding the concept and design of these structures in seismic regions are needed. Flat-slab have high degree of structural efficiency, therefore it is most widely used systems in reinforced concrete construction. It uses simple formwork arrangement and reinforcing arrangement, and requires the least story height. Five different models (conventional slab, flat slab, flat slab with drops, flat slab with column head and flat slab with column head & drop) are used in linear static analysis and Response spectrum method, analyzed in ETABS.
Other Details:
| Manuscript Id | : | IJSTEV2I7084
|
| Published in | : | Volume : 2, Issue : 7
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| Publication Date | : | 01/02/2016
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| Page(s) | : | 106-107
|
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