Please use this identifier to cite or link to this item: http://ir.juit.ac.in:8080/jspui/jspui/handle/123456789/5725
Full metadata record
DC FieldValueLanguage
dc.contributor.authorKumar, Ashish-
dc.contributor.authorGupta, Ashok Kumar [Guided by]-
dc.contributor.authorKumar, Kaushal [Guided by]-
dc.date.accessioned2022-08-12T05:33:18Z-
dc.date.available2022-08-12T05:33:18Z-
dc.date.issued2018-
dc.identifier.urihttp://ir.juit.ac.in:8080/jspui//xmlui/handle/123456789/5725-
dc.description.abstractA column is an upright associate member which starts from ground level & transferring the various loads to foundation. Similarly, floating (hanging) column is also an upright component which (due to site situation / architectural appearance) at its bottom level (end) rests on a girder which is as we know a horizontal section. The girder or beam ultimately transmit the vertical loads to other upright components such as columns underneath it. There are numerous planned projects where the floating columns were accepted, chiefly over the ground and first floor, where transference beams are used, thus supplementary exposed space is obtainable in the ground level.en_US
dc.language.isoenen_US
dc.publisherJaypee University of Information Technology, Solan, H.P.en_US
dc.subjectSeismic analysisen_US
dc.subjectFloating columnen_US
dc.subjectBuildingen_US
dc.subjectBase reactionen_US
dc.titleSeismic Analysis of Floating Column Buildingen_US
dc.typeProject Reporten_US
Appears in Collections:Dissertations (M.Tech.)

Files in This Item:
File Description SizeFormat 
Seismic Analysis of Floating Column Building.pdf3.74 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.