Study on Effective Steel Bracing System in Reinforced Concrete Frame Structure |
Author(s): |
| Nitin Neminath Bhojkar , D y Patil school of engineering and technology pune; Dr. Nagesh Shelake, D y Patil school of engineering and technology pune ; Prof. Vishwajeet Kadlag, D y Patil school of engineering and technology pune |
Keywords: |
| Corner Bracing, Central Bracing, Lateral Load, Ultimate Load, Captive Column |
Abstract |
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Buildings are subjected to most common loads resulting from the effect of gravity are dead load, live load and snow load. Besides these vertical loads, buildings are also subjected to lateral loads caused by wind, blasting or earthquake. Constructions with partial masonry and partial rein-forced concrete frame structure have serious damages because of captive-column effect at the time of earthquake. The purpose of this research is investigate the behavior of rein-forced Concrete (R.C.) frames by using steel bracing under lateral loading and to minimise the potential for captive-column damage. An experimental study is carried out on G+9 building is analyzed for seismic zone III as per IS 1893: 2002 using STAAD Pro software. The main parameters consider in this paper to compare the seismic analysis of buildings are lateral displacement, story drift, axial force, base shear. |
Other Details |
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Paper ID: IJSRDV7I40967 Published in: Volume : 7, Issue : 4 Publication Date: 01/07/2019 Page(s): 980-984 |
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