Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/4704
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dc.contributor.authorKumar, Ashok-
dc.date.accessioned2014-10-07T11:06:52Z-
dc.date.available2014-10-07T11:06:52Z-
dc.date.issued1973-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4704-
dc.guideThakkar, S. K.-
dc.guideKanchi, N. B.-
dc.description.abstractThis i*bis Presents. the findings required c the alysis and of i'ectOni1ar care abeam w :s, for eerthqiiakO loads: AT1781 - and design for en Oqivalnt to ►d has been given . Relative effects of bending and torsion have been cared. Natural frequency of rase care shear wall under torsion and i1oauO have been studied. It has been found that wall is considerbl9 stiff in torsion as compared to fl1ozuz'een_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectVIBRATION CHARACTERISTICSen_US
dc.subjectRECTANGULAR SHEAR COREen_US
dc.subjectTORSION & FLEXUREen_US
dc.titleVIBRATION CHARACTERISTICS OF THE RECTANGULAR SHEAR CORE UNDER TORSION AND FLEXUREen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number107821en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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