Abstract
Currently, the use of hanging columns is a common characteristic in contemporary high-rise structures in metropolitan India. hanging columns are often used in many projects, particularly above the bottom level. This allows for the use of transfer girders, resulting in a larger open area on the ground floor. Due to the lack of continuity in the load path, the hanging columns are more susceptible to seismic activity. Occasionally, it is necessary to fulfil certain criteria even when certain features are not deemed safe. Therefore, an attempt is made to analyse the behaviour of a G multi-storey structure, with certain storeys designated for commercial use and the rest for residential use. This research examines and analyses the seismic behaviour of multistory structures with and without hanging columns. This research presented the analysis and findings of many parameters in a high-rise structure, including storey drifts, storey displacement, and Base shear. The design and analysis were conducted utilising the Extended Three Dimensional Analysis of Building Systems (ETABS) software.
Keywords
Multi-storey structure,hanging column,high-rise structure, ETABS software
How to Cite:
Avinash Yadav, Dr. Jyoti Yadav, Vivek Shukla , DESIGN AND ANALYSIS OF A HIGH-RISE BUILDING WITH AND WITHOUT HANGING COLUMN BY ETAB SOFTWARE , Volume 8 , Issue 12, december 2023, EPRA International Journal of Research & Development (IJRD),