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Analysis of Multistory Buildings With Stub Column In Different Seismic Zones In India – A Review
Author(s) -
Somasundhara Naathan M,
Dr Ramadevi K
Publication year - 2022
Publication title -
international journal of advanced research in science, communication and technology
Language(s) - English
Resource type - Journals
ISSN - 2581-9429
DOI - 10.48175/ijarsct-2232
Subject(s) - stub (electronics) , structural engineering , seismic loading , wind engineering , seismic analysis , incremental dynamic analysis , structural load , geology , engineering , geotechnical engineering
Construction of building requires proper planning and management. Buildings are subjected to various loads such as dead load, live load, wind load and seismic load. Seismic load has extreme adverse effect on building so it is necessary to perform seismic analysis. This paper explains about the response of building when it is subjected to seismic load, this response can be shown by story drift and base shear. Behavior of buildings with stub columns is analyzed and the results are compared with buildings without stub columns. Seismic analysis has been performed on (G+7) buildings located in seismic zones 2,3,4&5 using ETABS software. Analysis has been performed according to IS 1893:PartI (2002).The storey drift and design base shear are evaluated and compared. Pushover analysis was performed and the results were compared.

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