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dc.contributor.authorTang Xiao-Song;Wang J. P.;Yang Wei;Li Dian-Qing
dc.date.accessioned2019-02-26T07:48:22Z
dc.date.available2019-02-26T07:48:22Z
dc.date.issued2018
dc.identifier.other%28ASCE%29NH.1527-6996.0000286.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249521
dc.description.abstractThis paper presents joint probability modeling for debris flows’ maximum impact pressure and total sediment discharge through the use of the copula theory that has been proven useful to joint probability modeling. On the basis of the data from the Jiangjia Ravine of southwestern China, the study calibrates and proposes a copula model for simulating their joint probability distribution with statistical significance, or the model was statistically accepted based on goodness-of-fit testing. With the bivariate copula model, a more accurate reliability-based design for constructing debris-flow barrier structures in the study area is feasible, considering the two variables and their dependency simultaneously as it should be.
dc.publisherAmerican Society of Civil Engineers
dc.titleJoint Probability Modeling for Two Debris-Flow Variables: Copula Approach
dc.typeJournal Paper
dc.journal.volume19
dc.journal.issue2
dc.journal.titleNatural Hazards Review
dc.identifier.doi10.1061/(ASCE)NH.1527-6996.0000286
dc.page5018004
dc.treeNatural Hazards Review:;2018:;Volume ( 019 ):;issue: 002
dc.contenttypeFulltext


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