{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1360855570109460992.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1103/physreve.51.1035"}},{"identifier":{"@type":"URI","@value":"http://link.aps.org/article/10.1103/PhysRevE.51.1035"}},{"identifier":{"@type":"URI","@value":"http://harvest.aps.org/v2/journals/articles/10.1103/PhysRevE.51.1035/fulltext"}},{"identifier":{"@type":"PMID","@value":"9962746"}},{"identifier":{"@type":"NAID","@value":"80008119091"}}],"dc:title":[{"@value":"Dynamical model of traffic congestion and numerical simulation"}],"description":[{"notation":[{"@value":"We present a dynamical model of traffic congestion based on the equation of motion of each vehicle. In this model, the legal velocity function is introduced, which is a function of the headway of the preceding vehicle. We investigate this model with both analytic and numerical methods. The stability of traffic flow is analyzed, and the evolution of traffic congestion is observed with the development of time."}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1583950401465041664","@type":"Researcher","foaf:name":[{"@value":"M. Bando"}]},{"@id":"https://cir.nii.ac.jp/crid/1380855570109460994","@type":"Researcher","foaf:name":[{"@value":"K. Hasebe"}]},{"@id":"https://cir.nii.ac.jp/crid/1380855570109460993","@type":"Researcher","foaf:name":[{"@value":"A. Nakayama"}]},{"@id":"https://cir.nii.ac.jp/crid/1380855570109460995","@type":"Researcher","foaf:name":[{"@value":"A. Shibata"}]},{"@id":"https://cir.nii.ac.jp/crid/1380855570109461120","@type":"Researcher","foaf:name":[{"@value":"Y. Sugiyama"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"1063651X"},{"@type":"EISSN","@value":"10953787"}],"prism:publicationName":[{"@value":"Physical Review E"}],"dc:publisher":[{"@value":"American Physical Society (APS)"}],"prism:publicationDate":"1995-02-01","prism:volume":"51","prism:number":"2","prism:startingPage":"1035","prism:endingPage":"1042"},"reviewed":"false","dc:rights":["http://link.aps.org/licenses/aps-default-license"],"url":[{"@id":"http://link.aps.org/article/10.1103/PhysRevE.51.1035"},{"@id":"http://harvest.aps.org/v2/journals/articles/10.1103/PhysRevE.51.1035/fulltext"}],"createdAt":"2002-07-26","modifiedAt":"2017-06-15","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1050282810779296384","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isCitedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"Nagel-Schreckenbergモデルと最適速度モデルによる交通流の数値的検討"},{"@language":"en","@value":"A numerical study on traffic flow by 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