Multi storey Building with and Without Floating Column
Aayush Gupta1, Umesh Pendharkar2
1Aayush Gupta, PG Scholar, Master of Engineering (ME) in Computer Aided Structural Design & Drafting (CASDD), Ujjain Engineering College, Ujjain (MP).
2Dr. Umesh Pendharkar, Professor, Department of Civil Engineering, Ujjain Engineering College, Ujjian.
Manuscript received on January 12, 2020. | Revised Manuscript received on January 22, 2020. | Manuscript published on February 10, 2020. | PP: 2143-2146 | Volume-9 Issue-4, February 2020. | Retrieval Number: C8944019320/2020©BEIESP | DOI: 10.35940/ijitee.C8944.029420
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The current study find out the effects of the structural irregularity which is produced by the discontinuity of a column in a building overcome to seismic loads in Zone III. In this paper analysis is done by equivalent static method for a multistory Rcc frame of G+4, G+10, G+20 buildings with and without floating columns(FC) in seismic Zone-III. Different cases of the building are considered for the study by varying the location of floating columns on 1st floor. The analysis is carried with the help of software ETABS ver.13.
Keywords: Floating Column (FC), Equivalent Static Analysis, Displacement, ETABS ver.13.
Scope of the Article: Building Energy