Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101224
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorGautam, Den_US
dc.creatorDong, Yen_US
dc.date.accessioned2023-08-30T04:16:01Z-
dc.date.available2023-08-30T04:16:01Z-
dc.identifier.urihttp://hdl.handle.net/10397/101224-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2018 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2018. 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 Gautam, D., & Dong, Y. (2018). Multi-hazard vulnerability of structures and lifelines due to the 2015 Gorkha earthquake and 2017 central Nepal flash flood. Journal of Building Engineering, 17, 196-201 is available at https://doi.org/10.1016/j.jobe.2018.02.016.en_US
dc.subjectEarthquakeen_US
dc.subjectFlash flooden_US
dc.subjectLifelinesen_US
dc.subjectMulti-hazard vulnerabilityen_US
dc.subjectStructuresen_US
dc.titleMulti-hazard vulnerability of structures and lifelines due to the 2015 Gorkha earthquake and 2017 central Nepal flash flooden_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage196en_US
dc.identifier.epage201en_US
dc.identifier.volume17en_US
dc.identifier.doi10.1016/j.jobe.2018.02.016en_US
dcterms.abstractThe 2015 Gorkha earthquake caused severe damage to structures in central Nepal. In 2017, a flash flood event occurred in the same area affected by the Gorkha earthquake and aggravated the damage to structures and lifelines. The present paper reports the damage of structures and lifelines subjected to multi-hazards in the affected area in central Nepal. Field investigations were performed after the Gorkha earthquake as well as the 2017 Chhatiune Khola flash flood. Specifically, damage associated with bridges, vernacular stone masonry buildings, roads, water supply systems, irrigation canals, electric poles, and road signs was assessed. Field measurement in terms of flow height was recorded in the case of vernacular buildings, and depth-damage curve due to the flash flood is depicted in this study. We have outlined the multi-hazards vulnerability of vernacular stone masonry buildings along the river banks susceptible to flash floods in this study. Moreover, a quantified damage scenario due to a strong earthquake and a flash flood is highlighted using field records.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of building engineering, May 2018, v. 17, p. 196-201en_US
dcterms.isPartOfJournal of building engineeringen_US
dcterms.issued2018-05-
dc.identifier.scopus2-s2.0-85042860303-
dc.identifier.eissn2352-7102en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1828-
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6824923-
dc.description.oaCategoryGreen (AAM)en_US
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