Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101265
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorDong, Yen_US
dc.creatorFrangopol, DMen_US
dc.date.accessioned2023-08-30T04:16:21Z-
dc.date.available2023-08-30T04:16:21Z-
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10397/101265-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2017 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2017. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Dong, Y., & Frangopol, D. M. (2017). Probabilistic life-cycle cost-benefit analysis of portfolios of buildings under flood hazard. Engineering Structures, 142, 290-299 is available at https://doi.org/10.1016/j.engstruct.2017.03.063.en_US
dc.subjectCorrelationen_US
dc.subjectFlooden_US
dc.subjectLife-cycleen_US
dc.subjectPortfolio of buildingsen_US
dc.subjectProbabilistic cost-benefit analysisen_US
dc.subjectRegional risken_US
dc.subjectUncertaintyen_US
dc.titleProbabilistic life-cycle cost-benefit analysis of portfolios of buildings under flood hazarden_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage290en_US
dc.identifier.epage299en_US
dc.identifier.volume142en_US
dc.identifier.doi10.1016/j.engstruct.2017.03.063en_US
dcterms.abstractNowadays, the number of residential buildings in flood prone zones is increasing significantly. Therefore, for these buildings, it is of vital importance to apply hazard risk mitigation strategies. In this paper, probabilistic cost-benefit analysis of flood risk mitigation strategies for portfolios of residential buildings is performed in a life-cycle context. Additionally, an efficient methodology is proposed to aid decision-makers on whether or not to retrofit portfolios of structures considering both expected and standard deviation of life-cycle cost. The vulnerability model of buildings under flood hazard is introduced considering serviceability and ultimate limit states. Probabilistic cost-benefit analysis is performed by comparing the effectiveness of different retrofit actions. Additionally, uncertainty and correlation effects are considered in the probabilistic loss and cost-benefit analysis procedures. The proposed approach is applied to a portfolio of residential buildings located in Florida to illustrate its capability and application. However, the proposed approach is general and can be applied to buildings located in other regions.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering structures, 1 July 2017, v. 142, p. 290-299en_US
dcterms.isPartOfEngineering structuresen_US
dcterms.issued2017-07-01-
dc.identifier.scopus2-s2.0-85017542147-
dc.identifier.eissn1873-7323en_US
dc.description.validate202308 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-2164-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextPennsylvania Infrastructure Technology Alliance; National Science Foundation; Office of Naval Research; Federal Highway Administrationen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6739590-
dc.description.oaCategoryGreen (AAM)en_US
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