Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/11031
Full metadata record
DC FieldValueLanguage
dc.contributor.authorThakur, Om Prakash-
dc.date.accessioned2014-11-25T09:54:31Z-
dc.date.available2014-11-25T09:54:31Z-
dc.date.issued1985-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/11031-
dc.guideThakkar, S. K.-
dc.description.abstractIn order to analyse a multistorey frame against static and dynamic' forces, centre to centre dimensions of beams and columns are usually taken irrespective to their size, whereas in practice, all frame members have finite cross-sections. When the depth of the cross-section is significant as in the case of wide columns and beams, accuracy of analysis can be improved and savings can be effected in design, if the finite size of joints is taken into account. The nn ltistorey frames of 1,2,3,6 and 10 storeys are analysed considering finite width of joints and on the basis of centre line dimensions, it is observed that lateral deflection, interstorey drift, time-period and member forces are reduced on consideration of finite width of joints. In addition to this, the validity of assumption-"floor beam behaves as a T-beam" , is tested by introducing intentionally varrying stiffness i.e. rectangular beam at either. end and T-beam at the central portion. All the characteristics viz deflction, inter storey drift, time-period etc. get increased where as the design governing forces are seen to be reduced in the later case . The assumption of T-beam is found on the conservative side.en_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGeen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.titleSTATIC AND DYNAMIC BEHAVIOUR OF MULTI STOREYED BUILDINGS CONSIDERING FINITE WIDTH OF JOINTS AND VARIABLE STIFFNESS OF GIRDERSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number178485en_US
Appears in Collections:MASTERS' THESES (Earthquake Engg)

Files in This Item:
File Description SizeFormat 
EQD178485.pdf5.54 MBAdobe PDFView/Open


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