Please use this identifier to cite or link to this item: http://localhost:8081/jspui/handle/123456789/4361
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dc.contributor.authorSingh, Pritam-
dc.date.accessioned2014-10-06T08:31:26Z-
dc.date.available2014-10-06T08:31:26Z-
dc.date.issued1966-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4361-
dc.guideChandraseksran, A. R.-
dc.description.abstractThis investigation envisages a detailed study of the behaviour of a typical elevated water tank; with the provision of diagonal braces) under static and dynamic loads For this purpose, a model of a water tower was made and subjected to hysteresis cyclings for loads and strains. The relative effects of the change in period and the damping coefficient when the tank is empty or partially full has also been examined in this studyen_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectDAMPING COEFFICIENTen_US
dc.subjectWATER TANKen_US
dc.subjectSTATIC & DYNAMIC LOADSen_US
dc.titleSTUDY OF ELEVATED WATER TANK UNDER STATIC & DYNAMIC LOADSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number64037en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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