1. Shodhbhagirathi @ IITR
  2. CIVIL ENGINEERING
  3. MASTERS' THESES (Civil Engg)
Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/4284
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dc.contributor.authorGupta, Jivan Lal-
dc.date.accessioned2014-10-06T06:45:57Z-
dc.date.available2014-10-06T06:45:57Z-
dc.date.issued1964-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4284-
dc.guideJain, O. P.-
dc.guideArya, A. S.-
dc.description.abstractA typical simply supported shoit shell with free or continuous edges and with or without edge beams has been analysed by the more commonly used elastic theories for cylindrical shells. The values of stress resultants obtained according to the various theories are compared. Taking the results given by Holana's Theory as the basis of comparison, the accuracy obtainable by the other methods is evaluated.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectEDGE BEAMen_US
dc.subjectHOLANAS THEORYen_US
dc.subjectCYLINDRICAL SHELLSen_US
dc.titleA STUDY 6?,'cVt,TP—" OF SHORT CYLINDRICAL SHELLSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number63511en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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