Study on Seismic Analysis of RCC and Steel-Concrete Composite Structure and Cost Comparison with different support conditions |
Author(s): |
| SYED FAHAD ALI , GOVERNMENT COLLEGE OF ENGINEERING AURANGABAD; S. A. Bhalchandra, GOVERNMENT COLLEGE OF ENGINEERING AURANGABAD |
Keywords: |
| Seismic Performance, Continuous Composite, Simply Supported Composite |
Abstract |
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For high rise constructions RCC structures are more bulky and having more seismic weight and are less ductile in nature as compare to composite structures In this paper comparison of seismic performance of G+5, G+10, G+15 buildings of continuous RCC frame and continuous composite frames and simply supported composite frames is presented situated in earthquake zone V with the help of different parameters like deflections, base shear, story drift, self-weight, cost. Equivalent static method is used for seismic analysis ETABS 2015 software is used. Comparative study concludes that the continuous composite frames are more ductile as compare to RCC structures and having deflections within acceptable limits and are more economical as compare to RCC structures. |
Other Details |
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Paper ID: IJSRDV3I90174 Published in: Volume : 3, Issue : 9 Publication Date: 01/12/2015 Page(s): 354-359 |
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