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dc.contributor.authorCarlton, Brian
dc.contributor.authorSkurtveit, Elin
dc.contributor.authorBohloli, Bahman
dc.contributor.authorAtakan, Kuvvet
dc.contributor.authorDondzila, Emily
dc.contributor.authorKaynia, Amir M.
dc.date.accessioned2019-02-14T08:50:47Z
dc.date.available2019-02-14T08:50:47Z
dc.date.created2018-06-11T08:21:27Z
dc.date.issued2018
dc.identifier.isbn9780784481462
dc.identifier.urihttp://hdl.handle.net/11250/2585369
dc.description.abstractThis paper presents a probabilistic seismic hazard analysis (PSHA) for a site offshore Maheshkhali Island, Bangladesh. The tectonic setting of the area is complex, and the PSHA includes active crustal faults, megathrust and intraplate subduction faults, and a background gridded seismicity areal source zone based on historical and recorded earthquakes. In addition, we model several rupture scenarios for the closest megathrust source. The peak ground acceleration values for return periods of 475 years and 2475 years are 0.33 g and 0.63 g, respectively. These values are higher than previous studies conducted in the area, however, past studies only included areal source zones based on recorded seismicity whereas this study takes advantage of recent research to include more detailed fault data. The deaggregation plots show that the main contributors to the hazard are a magnitude 6.5–7.1 earthquake 15–20 km from the site on the Maheshkhali fault and a magnitude 8.0–8.8 earthquake 120–250 km from the site on the Ramree megathrust.nb_NO
dc.language.isoengnb_NO
dc.publisherAmerican Society of Civil Engineers (ASCE)nb_NO
dc.relation.ispartofGeotechnical Earthquake Engineering and Soil Dynamics V: Seismic Hazard Analysis, Earthquake Ground Motions, and Regional-Scale Assessment
dc.titleProbabilistic Seismic Hazard Analysis for Offshore Bangladesh Including Fault Sourcesnb_NO
dc.title.alternativeProbabilistic Seismic Hazard Analysis for Offshore Bangladesh Including Fault Sourcesnb_NO
dc.typeChapternb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber154-163nb_NO
dc.identifier.doi10.1061/9780784481462.015
dc.identifier.cristin1590300
dc.description.localcode© 2018. This is the authors' accepted and refereed manuscript to the article. The final authenticated version is available online at: http://dx.doi.org/10.1061/9780784481462.015nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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