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dc.contributor.authorDo Guen Yoo
dc.contributor.authorDonghwi Jung
dc.contributor.authorDoosun Kang
dc.contributor.authorJoong Hoon Kim
dc.contributor.authorKevin Lansey
dc.date.accessioned2017-12-30T13:02:13Z
dc.date.available2017-12-30T13:02:13Z
dc.date.issued2016
dc.identifier.other%28ASCE%29WR.1943-5452.0000584.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244826
dc.description.abstractA new seismic reliability evaluation model is proposed that quantifies the impact of earthquakes on hydraulic behavior of water supply networks. Probabilistic seismic events are produced in the target areas, and the depth of earthquake failure is evaluated by seismic reliability indicators. The developed model was applied to several case studies and used for an intensive examination on how a water supply system hydraulically responds to a seismic event and what system characteristics influence the system’s performance in the event of an earthquake. First, the system reliability of a real network in South Korea when subjected to earthquakes of various magnitudes and locations was quantified. Next, the reliabilities of full and simplified network models were evaluated to investigate how system layouts affect the reliability evaluation. Finally, networks with different configurations, pipe sizes, and system densities were compared with respect to the seismic reliability and various seismic damage indicators.
dc.publisherAmerican Society of Civil Engineers
dc.titleSeismic Hazard Assessment Model for Urban Water Supply Networks
dc.typeJournal Paper
dc.journal.volume142
dc.journal.issue2
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0000584
dc.page04015055
dc.treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 002
dc.contenttypeFulltext


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