
Multi storey Building with and Without Floating Column
Author(s) -
Ajaya K. Gupta,
Umesh Pendharkar
Publication year - 2020
Publication title -
international journal of innovative technology and exploring engineering
Language(s) - English
Resource type - Journals
ISSN - 2278-3075
DOI - 10.35940/ijitee.c8944.029420
Subject(s) - column (typography) , structural engineering , discontinuity (linguistics) , seismic zone , frame (networking) , software , static analysis , steel frame , geology , engineering , computer science , mathematics , seismology , induced seismicity , mechanical engineering , mathematical analysis , connection (principal bundle) , programming language
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.