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dc.contributor.authorWahidi, A.-
dc.contributor.authorSeshu, D. R.-
dc.date.accessioned2021-11-10T11:51:37Z-
dc.date.available2021-11-10T11:51:37Z-
dc.date.issued2016-08-
dc.identifier.citationASIAN JOURNAL OF CIVIL ENGINEERING (BHRC) V.17(8), p 1077-1085en_US
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/266-
dc.description.abstractBuildings with floating column are highly undesirable to be built in seismically active areas since due to discontinuity in direct load path they have shown poor performance in the past earthquakes. This paper studies the nonlinear (pushover) analysis for G+5 story normal and floating column buildings using the response spectrum specified in the IS code in SAP2000. Behaviour of buildings with floating column identified and based on these findings some new system of floating column buildings with different patterns of bracings and shear walls are proposed to make the buildings with floating column safe in seismically active areasen_US
dc.language.isoenen_US
dc.publisherASIAN JOURNAL OF CIVIL ENGINEERINGen_US
dc.subjectBuildingsen_US
dc.subjectfloating columnen_US
dc.subjectbracesen_US
dc.subjectshear wallen_US
dc.subjectpushover analysisen_US
dc.titleSEISMIC ANALYSIS OF MULTISTOREY BUILDING WITH FLOATING COLUMNSen_US
dc.typeArticleen_US
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