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INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
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In the modern era of construction, floating columns are an unavoidable feature of buildings. However, in seismic prone areas, they are highly vulnerable. This study highlights the response of RC buildings due to discontinuity in load path and evaluates the risk of floating columns for a G+4 RCC building project. The proposed analysis method is based on IS 1893 Part 1: 2016, and it focuses on the effect of earthquake forces on various building models for various parameters, including storey shear, storey displacement, storey drift, and bending moment and shear force in transfer girder. The analysis results in the building, such as base shear Modal Participating Mass Ratios, Torsional Irregularity ,storey displacement, storey drift, and fundamental time period, are measured for review. The present work deals with the mitigation of intended risk of floating columns by providing a structural system/configuration such as pre-stressed girder, shear wall, and bracing system. Finally, conclusions are made on the percentage reduction in building response by comparing models having floating columns with structurally configured models.
"Structural behaviour of RC Building by using & without using Floating Columns.", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.8, Issue 5, page no.568 - 581, May-2023, Available :http://www.ijsdr.org/papers/IJSDR2305080.pdf
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Publication Details:
Published Paper ID: IJSDR2305080
Registration ID:206167
Published In: Volume 8 Issue 5, May-2023
DOI (Digital Object Identifier):
Page No: 568 - 581
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631
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