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dc.contributor.authorKaushik, Rajeev-
dc.date.accessioned2014-11-26T04:27:09Z-
dc.date.available2014-11-26T04:27:09Z-
dc.date.issued1990-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/11105-
dc.guidePaul, D. K.-
dc.description.abstractFailure/damage investigation of Cyclestand cum canteen rein-forced concrete structure, at Darbhanga and Munghyer during the Bihar-Nepal earthquake of August 21,1988 is carried out using three dimensional dynamic analysis. In this dissertation mode su-perposition method is used for calculating the shear forces and moments. It is found .that the actual moment due to earthquake forces exceeded the ultimate moment capacity of the ground floor columns.en_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectFAILURE/DAMAGE INVESTIGATIONen_US
dc.subjectR. C. STRUCTUREen_US
dc.subjectBIHAR-NEPAL EARTHQUAKEen_US
dc.titleFAILURE/DAMAGE INVESTIGATION OF A R. C. STRUCTURE DURING BIHAR-NEPAL EARTHQUAKE OF AUGUST 21, 1988en_US
dc.typeM.Tech Dessertationen_US
dc.accession.number245307en_US
Appears in Collections:MASTERS' THESES (Earthquake Engg)

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