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dc.contributor.authorGoliya, Ravindra Kumar-
dc.date.accessioned2014-11-10T06:01:54Z-
dc.date.available2014-11-10T06:01:54Z-
dc.date.issued2007-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/7461-
dc.guideSharma, M. L.-
dc.description.abstractThe Probabilistic Seismic Hazard Analysis (PSHA) is an important process to find hazards at given site. The reliability of its results is therefore very important. But with so many uncertainties involved in earthquakes and the calculations, involved in carrying out PSHA, it is important to deal with these uncertainties rationally. In the present study Epistemic uncertainties are studied at two steps, one in the calculation of seismic recurrence parameters and second in the attenuation relationship. Three methods, which were described in chapter 3, were used to compute seismic recurrence parameters and two different attenuation relationships by Abrahamson and Silva (1997) and Sadigh et. al.(1997) were used to compute seismic hazard at Dehradun. The results are plotted and compared in chapter 5. The results shows that the changes in inputs obtained from different procedure results in large changes in the value of final results.en_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectPROBABILISTIC SEISMIC HAZARD ANALYSISen_US
dc.subjectEPISTEMIC UNCERTAINTIESen_US
dc.subjectEARTHQUAKEen_US
dc.titleQUANTIFICATION OF UNCERTAINTIES IN PROBABILISTIC SEISMIC HAZARD ANALYSISen_US
dc.typeM.Tech Dessertationen_US
dc.accession.numberG14138en_US
Appears in Collections:MASTERS' THESES (Earthquake Engg)

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