Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/2536
Full metadata record
DC FieldValueLanguage
dc.contributor.authorSharma, Anil Mohan-
dc.date.accessioned2014-09-28T06:25:44Z-
dc.date.available2014-09-28T06:25:44Z-
dc.date.issued1978-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/2536-
dc.guidePandey, A. D.-
dc.description.abstractThe usefulness of certain wails In the strictural planing of mud. storey buildings, In ' -particular-* has long been recognised. When external o r internal wails are situated in advantageous positions they can be very efficient in resisting lateral loads originating from wind or earthqakes . ' In addition to the potent al strength,, which abearr wails posoeae, they offer considerable lateral at f nese and thus protect a building against non-structural damage that arises when lateral displacement or away becomes excessive during even moderate seismic disturbances. Only in the last few years did the subject receive more attention and many asp eats of the behaviour of shear rails are still being studied......................en_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectDYNAMIC ANALYSISen_US
dc.subjectCOUPLED SHEAR WALLSen_US
dc.subjectFEMen_US
dc.titleDYNAMIC ANALYSIS OF COUPLED SHEAR WALLS USING FEMen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number175357en_US
Appears in Collections:MASTERS' THESES (Earthquake Engg)

Files in This Item:
File Description SizeFormat 
EQD175357.pdf3.03 MBAdobe PDFView/Open


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