Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/11131
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dc.contributor.authorParmar, Rajeev-
dc.date.accessioned2014-11-26T04:49:56Z-
dc.date.available2014-11-26T04:49:56Z-
dc.date.issued1992-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/11131-
dc.guideKumar, Ashwani-
dc.description.abstractStudy of intensities associated with moderate to Large size earthquakes have many applica.tior4s in earthquake engineering, e.g. the development Of attenuation relations for risk mapping at engineering sites. In th present irwesti gat ions. two new attenuation laws have been developed for the region shaken by great Kangra earthquake of 195 (MB.6) and Bihar Nepal earthquake of 1934 = 8.4) for estimatinue peak ground acceleration. Thethstance attenuation has been computed by revaluation Of available intensity data and converting the same to the M.M. scale. The least spur-c technique has been adopted for this purpose. The magnitude attenuation cnefficant has been computed both -from available intensity magnitude data and from the peak ground acceleration data for two recently occuring Himalayan......en_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectATTENUATION RELATIONSen_US
dc.subjectSTRONG GROUND MOTIONen_US
dc.subjectINTENSITY DATAen_US
dc.titleATTENUATION RELATIONS FOR STRONG GROUND MOTION FROM INTENSITY DATAen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number245530en_US
Appears in Collections:MASTERS' THESES (Earthquake Engg)

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