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dc.contributor.authorSfahani, Mohammad Ghalami
dc.contributor.authorGuan, Hong
dc.date.accessioned2019-09-30T04:43:24Z
dc.date.available2019-09-30T04:43:24Z
dc.date.issued2018
dc.identifier.issn2092-7614
dc.identifier.doi10.12989/eas.2018.15.6.605
dc.identifier.urihttp://hdl.handle.net/10072/387951
dc.description.abstractIn this paper, an extended Cloud analysis method is developed for seismic fragility assessment of existing highway bridges in the southeast Queensland region. This method extends the original Cloud analysis dataset by performing scaled Cloud analyses. The original and scaled Cloud datasets are then paired to generate seismic fragility curves. The seismic hazard in this region is critically reviewed, and the ground motion records are selected for the time-history analysis based on various record selection criteria. A parametric highway bridge model is developed in the OpenSees analysis software, and a sampling technique is employed to quantify the uncertainties of highway bridges ubiquitous in this region. Technical recommendations are also given for the seismic performance evaluation of highway bridges in such low-to-moderate seismic zones. Finally, a probabilistic fragility study is conducted by performing a total of 8000 time-history analyses and representative bridge fragility curves are generated. It is illustrated that the seismic fragility curves generated by the proposed extended Cloud analysis method are in close agreement with those which are obtained by the rigorous incremental dynamic analysis method. Also, it reveals that more than 50% of highway bridges existing in southeast Queensland will be damaged subject to a peak ground acceleration of 0.14 g.
dc.description.peerreviewedYes
dc.languageEnglish
dc.publisherTechno-Press
dc.relation.ispartofpagefrom605
dc.relation.ispartofpageto616
dc.relation.ispartofissue6
dc.relation.ispartofjournalEarthquakes and Structures
dc.relation.ispartofvolume15
dc.subject.fieldofresearchGeology
dc.subject.fieldofresearchcode0403
dc.subject.keywordsScience & Technology
dc.subject.keywordsEngineering, Civil
dc.subject.keywordsEngineering, Geological
dc.titleAn extended cloud analysis method for seismic fragility assessment of highway bridges
dc.typeJournal article
dc.type.descriptionC1 - Articles
dcterms.bibliographicCitationSfahani, MG; Guan, H, An extended cloud analysis method for seismic fragility assessment of highway bridges, Earthquakes and Structures, 2018, 15 (6), pp. 605-616
dc.date.updated2019-09-30T04:42:02Z
gro.rights.copyrightSelf-archiving of the author-manuscript version is not yet supported by this journal. Please refer to the journal link for access to the definitive, published version or contact the author[s] for more information.
gro.hasfulltextNo Full Text
gro.griffith.authorGuan, Hong
gro.griffith.authorGhalami Sfahani, Mimo


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