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dc.contributor.authorEl-Hussain, I.
dc.contributor.authorDeif, A.
dc.contributor.authorAl-Jabri, K.
dc.contributor.authorAl-Rawas, G.
dc.contributor.authorSundararajan, N.
dc.contributor.authorEl-Hady, S.
dc.contributor.authorAl-Hashmi, S.
dc.contributor.authorAl-Toubi, K.
dc.contributor.authorAl-Saifi, M.
dc.contributor.authorAl-Habsi, Z.
dc.contributor.authorMohamed, A. M. E.
dc.contributor.authorToksoz, M. Nafi
dc.date.accessioned2017-01-13T21:41:02Z
dc.date.available2017-01-13T21:41:02Z
dc.date.issued2013-07
dc.date.submitted2012-09
dc.identifier.issn0921-030X
dc.identifier.issn1573-0840
dc.identifier.urihttp://hdl.handle.net/1721.1/106493
dc.description.abstractSite characterization was carried out for Muscat region using the ambient noise measurements applying the horizontal-to-vertical spectral ratio (HVSR) technique and using active seismic survey utilizing the multichannel analysis of surface waves (MASW) of survey data. Microtremors measurements were carried out at 459 sites using short-period sensors. This extensive survey allowed the fundamental resonance frequency of the soft soil to be mapped and areas prone to site amplification to be identified. The results indicate a progressive decrease in the fundamental resonance frequencies from the southern and eastern parts, where the bedrock outcrops, toward the northern coast where a thickness of sedimentary cover is present. Shear wave velocity (Vs) was evaluated using the 2-D MASW at carefully selected 99 representative sites in Muscat. These 99 sites were investigated with survey lines of 52 m length. 1-D and interpolated 2-D profiles were generated up to a depth range 20–40 m. The vertical Vs soundings were used in the SHAKE91 software in combination with suitable seismic input strong motion records to obtain the soil effect. Most of the study area has amplification values less than 2.0 for all the considered spectral periods. The estimated fundamental frequencies obtained using the H/V spectral ratio method and using SHAKE91 are found to be in a relatively good agreement. Maps of spectral amplification, earthquake characteristics on the ground surface for peak ground and spectral accelerations at 0.1, 0.2, 0.3, 1.0, and 2.0 s, for 475 years return period are produced. The surface ground motion maps show that the hazard level is moderate with expected PGA in the range 0.059–0.145 g for 475 years return period.en_US
dc.description.sponsorshipOman Ministerial Cabinet (project # 22409017)en_US
dc.publisherSpringer Netherlandsen_US
dc.relation.isversionofhttp://dx.doi.org/10.1007/s11069-013-0785-9en_US
dc.rightsCreative Commons Attribution-Noncommercial-Share Alikeen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/4.0/en_US
dc.sourceSpringer Netherlandsen_US
dc.titleSeismic microzonation for Muscat region, Sultanate of Omanen_US
dc.typeArticleen_US
dc.identifier.citationEl-Hussain, I. et al. “Seismic Microzonation for Muscat Region, Sultanate of Oman.” Natural Hazards 69.3 (2013): 1919–1950.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Earth, Atmospheric, and Planetary Sciencesen_US
dc.contributor.mitauthorToksoz, M. Nafi
dc.relation.journalNatural Hazardsen_US
dc.eprint.versionAuthor's final manuscripten_US
dc.type.urihttp://purl.org/eprint/type/JournalArticleen_US
eprint.statushttp://purl.org/eprint/status/PeerRevieweden_US
dc.date.updated2016-08-18T15:19:26Z
dc.language.rfc3066en
dc.rights.holderSpringer Science+Business Media Dordrecht
dspace.orderedauthorsEl-Hussain, I.; Deif, A.; Al-Jabri, K.; Mohamed, A. M. E.; Al-Rawas, G.; Toksöz, M. N.; Sundararajan, N.; El-Hady, S.; Al-Hashmi, S.; Al-Toubi, K.; Al-Saifi, M.; Al-Habsi, Z.en_US
dspace.embargo.termsNen
dc.identifier.orcidhttps://orcid.org/0000-0002-4851-3089
mit.licenseOPEN_ACCESS_POLICYen_US
mit.metadata.statusComplete


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