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COMPARATIVE STUDY OF SEISMIC BEHAVIOUR OF RECTANGULAR COLUMNS WITH CIRCULAR COLUMNS
Sachin Rajendra Ingle

Published in: International Journal of Current Engineering And Scientific Research ( IJCESR)
Volume- 4, Issue-10, pp.9-15, Oct 2017
DPI :-> 16.10046.IJCESR.2017.V4I10.915.2047



Abstract
The earthquake resistant design of structures requires that structures should sustain, safely, any ground motions of an intensity that might occur during their construction or in their normal use. However ground motions are unique in the effects they have on structural responses. In this study the seismic behaviour of a frame building has been analysed by using software called as Staad. Pro. The seismic performance evaluation of the building has been carried out by changing the sizes of the columns and also by replacing the rectangular columns with the circular columns. The buildings are designed for the gravity and seismic loadings as per IS 456: 2000 and IS 1893: 2002. Keywords: rectangular columns , circular columns, Base Shear, Displacment, Story Drift, Area of Steel, Shear Force, Axial Force, BendingMoment,Etc.

Key-Words / Index Term
rectangular columns , circular columns, Base Shear, Displacment, Story Drift, Area of Steel, Shear Force, Axial Force, BendingMoment,Etc.

How to cite this article
Sachin Rajendra Ingle , “COMPARATIVE STUDY OF SEISMIC BEHAVIOUR OF RECTANGULAR COLUMNS WITH CIRCULAR COLUMNS”, International Journal of Current Engineering And Scientific Research ( IJCESR), 4, Issue-10, pp.9-15, Oct 2017. DPI:16.10046.IJCESR.V4.I10.2047