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dc.contributor.authorTopkara Özcan Naz;Yücemen M. Semih
dc.date.accessioned2019-02-26T07:54:22Z
dc.date.available2019-02-26T07:54:22Z
dc.date.issued2018
dc.identifier.otherAJRUA6.0000967.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250194
dc.description.abstractAssessment of the reliability of lifelines under seismic loads requires particular attention, since the proper functioning of these systems during or after a destructive earthquake is very important. The main objective of this study is to investigate the system reliability of lifeline networks subjected to earthquake loads by concentrating on highway transportation systems consisting of viaducts, bridges, roads, and highways. Seismic reliability of a structural component is determined based on the seismic capacity of the component and earthquake loads acting on it. The future earthquake threat on the components is calculated by performing a probabilistic seismic hazard analysis. Failure reasons of bridges and asphalt roads are explained and behavior of these components under earthquake loads is discussed to determine the seismic capacities of them. In this respect, the system reliability concepts are used and bounds on the seismic reliability of a system are established. A case study based on real-life data is also presented in order to illustrate the implementation of the method.
dc.publisherAmerican Society of Civil Engineers
dc.titleSeismic Reliability of Highway Transportation Systems
dc.typeJournal Paper
dc.journal.volume4
dc.journal.issue3
dc.journal.titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
dc.identifier.doi10.1061/AJRUA6.0000967
dc.page4018019
dc.treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2018:;Volume ( 004 ):;issue: 003
dc.contenttypeFulltext


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