FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3176538320> ?p ?o ?g. }

• W3176538320 endingPage "05021003" @default.
• W3176538320 startingPage "05021003" @default.
• W3176538320 abstract "For better refined management of urban expressway traffic, it is necessary to quantitatively analyze the impact of ramps on lane-operational capacity and lane flow distribution at the bottleneck of an urban expressway. Employing the survival analysis method and the maximum value method, this paper calculates the lane-operational capacity before and after the traffic flow breakdown. And then lane-operational capacity, lane flow distribution of the expressway section, and the relationship with the ramp position are analyzed. Through the analysis of actual data, several interesting conclusions are drawn: (1) the lane-operational capacity of the inner lane is higher than that of the outer lane on the two-lane section without ramp. The lane-operational capacity of the three-lane section without ramp is ranked as middle lane, inner lane, and outer lane; (2) on-ramp has little influence on the lane-operational capacity of the expressway section. The inner lane of the expressway section around the on-ramp has a larger operational capacity than outer lane, consistent with the section without a ramp. The lane-operational capacity of the expressway section around the on-ramp decreases slightly both on the inner lane and outer lane; (3) the off-ramp has considerable influence on the lane-operational capacity of the expressway section. There is a significant reduction in lane-operational capacity of the expressway section outer lane around the off-ramp. On the expressway section after the off-ramp, the lane-operational capacity of the outer lane is higher than that of the inner lane, which is opposite to the section without a ramp; and (4) ramps have significant impact on lane flow distribution. On the sections without ramp, the lane with the largest capacity bears more traffic flow, and lane flow distribution is shaped like a bracket. On the sections around the ramps, lane flow distribution is shaped like a scissor." @default.
• W3176538320 created "2021-07-05" @default.
• W3176538320 creator A5036218974 @default.
• W3176538320 creator A5052115210 @default.
• W3176538320 creator A5061657570 @default.
• W3176538320 creator A5079445425 @default.
• W3176538320 date "2021-09-01" @default.
• W3176538320 modified "2023-10-06" @default.
• W3176538320 title "Examining the Impact of Ramps on Lane Operating Features at Urban Expressway Bottleneck in Shanghai, China" @default.
• W3176538320 cites W1992042924 @default.
• W3176538320 cites W2005098683 @default.
• W3176538320 cites W2026057707 @default.
• W3176538320 cites W2042697551 @default.
• W3176538320 cites W2053598480 @default.
• W3176538320 cites W209290073 @default.
• W3176538320 cites W2094751412 @default.
• W3176538320 cites W2102650063 @default.
• W3176538320 cites W2140776319 @default.
• W3176538320 cites W2346793136 @default.
• W3176538320 cites W2479185124 @default.
• W3176538320 cites W2560499706 @default.
• W3176538320 cites W2743959345 @default.
• W3176538320 cites W2941446171 @default.
• W3176538320 cites W3021814032 @default.
• W3176538320 cites W4235654879 @default.
• W3176538320 doi "https://doi.org/10.1061/jtepbs.0000543" @default.
• W3176538320 hasPublicationYear "2021" @default.
• W3176538320 type Work @default.
• W3176538320 sameAs 3176538320 @default.
• W3176538320 citedByCount "0" @default.
• W3176538320 crossrefType "journal-article" @default.
• W3176538320 hasAuthorship W3176538320A5036218974 @default.
• W3176538320 hasAuthorship W3176538320A5052115210 @default.
• W3176538320 hasAuthorship W3176538320A5061657570 @default.
• W3176538320 hasAuthorship W3176538320A5079445425 @default.
• W3176538320 hasConcept C103781064 @default.
• W3176538320 hasConcept C111919701 @default.
• W3176538320 hasConcept C127413603 @default.
• W3176538320 hasConcept C149635348 @default.
• W3176538320 hasConcept C18903297 @default.
• W3176538320 hasConcept C207512268 @default.
• W3176538320 hasConcept C22212356 @default.
• W3176538320 hasConcept C2780129039 @default.
• W3176538320 hasConcept C2780513914 @default.
• W3176538320 hasConcept C38652104 @default.
• W3176538320 hasConcept C39432304 @default.
• W3176538320 hasConcept C41008148 @default.
• W3176538320 hasConcept C86803240 @default.
• W3176538320 hasConceptScore W3176538320C103781064 @default.
• W3176538320 hasConceptScore W3176538320C111919701 @default.
• W3176538320 hasConceptScore W3176538320C127413603 @default.
• W3176538320 hasConceptScore W3176538320C149635348 @default.
• W3176538320 hasConceptScore W3176538320C18903297 @default.
• W3176538320 hasConceptScore W3176538320C207512268 @default.
• W3176538320 hasConceptScore W3176538320C22212356 @default.
• W3176538320 hasConceptScore W3176538320C2780129039 @default.
• W3176538320 hasConceptScore W3176538320C2780513914 @default.
• W3176538320 hasConceptScore W3176538320C38652104 @default.
• W3176538320 hasConceptScore W3176538320C39432304 @default.
• W3176538320 hasConceptScore W3176538320C41008148 @default.
• W3176538320 hasConceptScore W3176538320C86803240 @default.
• W3176538320 hasIssue "9" @default.
• W3176538320 hasLocation W31765383201 @default.
• W3176538320 hasOpenAccess W3176538320 @default.
• W3176538320 hasPrimaryLocation W31765383201 @default.
• W3176538320 hasRelatedWork W1993457285 @default.
• W3176538320 hasRelatedWork W2054842377 @default.
• W3176538320 hasRelatedWork W2068323056 @default.
• W3176538320 hasRelatedWork W2159511971 @default.
• W3176538320 hasRelatedWork W2357364346 @default.
• W3176538320 hasRelatedWork W2376973857 @default.
• W3176538320 hasRelatedWork W2382582057 @default.
• W3176538320 hasRelatedWork W2586661917 @default.
• W3176538320 hasRelatedWork W4312088614 @default.
• W3176538320 hasRelatedWork W974393887 @default.
• W3176538320 hasVolume "147" @default.
• W3176538320 isParatext "false" @default.
• W3176538320 isRetracted "false" @default.
• W3176538320 magId "3176538320" @default.
• W3176538320 workType "article" @default.