Show simple item record

contributor authorDo Guen Yoo
contributor authorDonghwi Jung
contributor authorDoosun Kang
contributor authorJoong Hoon Kim
contributor authorKevin Lansey
date accessioned2017-12-30T13:02:13Z
date available2017-12-30T13:02:13Z
date issued2016
identifier other%28ASCE%29WR.1943-5452.0000584.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244826
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.
publisherAmerican Society of Civil Engineers
titleSeismic Hazard Assessment Model for Urban Water Supply Networks
typeJournal Paper
journal volume142
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000584
page04015055
treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record