Effect of column location on plan of multi- story building on shear lag phenomenon

dc.contributor.author	Singh G.J.; Mandal S.; Kumar R.
dc.date.accessioned	2025-05-24T09:18:11Z
dc.description.abstract	Additional corner columns, if provided in tubular multi-storied buildings, may stiffen the buildings as a whole and this serve many other functional requirements. The objective of the present study is to investigate the effect of such additional corner columns on shear lag effect. The variations of axial forces at the column base and lateral deflections of the buildings with varying plans are calculated for the two different wind loading conditions, viz., IS 875- (Part3) 1987 and 120kN/m uniform loading. It is concluded that these additional corner columns, though small in number, are capable to significantly increase overall rigidity against wind load and results into reduction of shear lag effect. Copyright © 2013 APCWE-VIII. All rights reserved. Published by Research Publishing, Singapore.
dc.identifier.doi	https://doi.org/10.3850/978-981-07-8012-8_324
dc.identifier.uri	http://172.23.0.11:4000/handle/123456789/13866
dc.relation.ispartofseries	Proceedings of the 8th Asia-Pacific Conference on Wind Engineering, APCWE 2013
dc.title	Effect of column location on plan of multi- story building on shear lag phenomenon

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