Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102576
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorSu, Len_US
dc.creatorWan, HPen_US
dc.creatorDong, Yen_US
dc.creatorFrangopol, DMen_US
dc.creatorLing, XZen_US
dc.date.accessioned2023-10-26T07:19:35Z-
dc.date.available2023-10-26T07:19:35Z-
dc.identifier.issn1363-2469en_US
dc.identifier.urihttp://hdl.handle.net/10397/102576-
dc.language.isoenen_US
dc.publisherTaylor & Francisen_US
dc.rights© 2018 Taylor & Francis Group, LLCen_US
dc.rightsThis is an Accepted Manuscript of an article published by Taylor & Francis in Journal of Earthquake Engineering on 29 Aug 2018 (published online), available at: http://www.tandfonline.com/10.1080/13632469.2018.1507955.en_US
dc.subjectFinite Elementen_US
dc.subjectPile-Supported Wharf Structureen_US
dc.subjectScenario-Based Seismic Assessmenten_US
dc.subjectSobol Sequenceen_US
dc.subjectSurrogate Modelen_US
dc.subjectUncertaintyen_US
dc.titleEfficient uncertainty quantification of wharf structures under seismic scenarios using Gaussian Process surrogate modelen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage117en_US
dc.identifier.epage138en_US
dc.identifier.volume25en_US
dc.identifier.issue1en_US
dc.identifier.doi10.1080/13632469.2018.1507955en_US
dcterms.abstractThe scenario-based seismic assessment approach is illustrated within a large-scale pile-supported wharf structure (PSWS). As nonlinear seismic response analysis is computationally expensive, a novel and efficient method is developed to improve and update the traditional simulation methods. Herein, the Gaussian Process (GP) surrogate model is proposed to replace the time-consuming FE model of PSWS, which makes the quantification of uncertainty in seismic response of a large-scale PSWS resulting from structural parameter uncertainty more computationally-efficient. The feasibility of the proposed approach in seismic assessment of a large-scale PSWS under a given seismic scenario is verified by using Monte Carlo simulation.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of earthquake engineering, 2021, v. 25, no. 1, p. 117-138en_US
dcterms.isPartOfJournal of earthquake engineeringen_US
dcterms.issued2021-
dc.identifier.scopus2-s2.0-85053046114-
dc.description.validate202310 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1980-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextSpecial Project Fund of Taishan Scholars of Shandong Province, China; Shandong Provincial Natural Science Foundation, Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20087059-
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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