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Article: Dynamic continuum model for bi-directional pedestrian flows

TitleDynamic continuum model for bi-directional pedestrian flows
Authors
Huang, LXia, YWong, SCShu, CWZhang, MLam, WHK
KeywordsManagement
Traffic engineering
Transport
Issue Date2009
PublisherInstitution of Civil Engineers
Citation
Proceedings Of The Institution Of Civil Engineers: Engineering And Computational Mechanics, 2009, v. 162 n. 2, p. 67-75 How to Cite?
DOI: http://dx.doi.org/10.1680/eacm.2009.162.2.67
AbstractThe development of a bi-directional pedestrian-flow model based on the reactive dynamic user equilibrium principle and the look-ahead behaviour that induces a viscosity effect on movement patterns is described. The pedestrian density in this model is governed by the conservation law, in which the flow flux is implicitly dependent on the density through the stationary Hamilton-Jacobi equation that is solved using a pseudo time-marching approach. A solution algorithm is proposed and a numerical example is used to demonstrate the effectiveness of the methodology. © 2009 Thomas Telford Ltd 2009.
Persistent Identifierhttp://hdl.handle.net/10722/58516
ISSN
1755-0777
2023 Impact Factor: 1.1
2023 SCImago Journal Rankings: 0.217
ISI Accession Number ID
WOS:000215436700003
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorHuang, Len_HK
dc.contributor.authorXia, Yen_HK
dc.contributor.authorWong, SCen_HK
dc.contributor.authorShu, CWen_HK
dc.contributor.authorZhang, Men_HK
dc.contributor.authorLam, WHKen_HK
dc.date.accessioned2010-05-31T03:31:48Z-
dc.date.available2010-05-31T03:31:48Z-
dc.date.issued2009en_HK
dc.identifier.citationProceedings Of The Institution Of Civil Engineers: Engineering And Computational Mechanics, 2009, v. 162 n. 2, p. 67-75en_HK
dc.identifier.issn1755-0777en_HK
dc.identifier.urihttp://hdl.handle.net/10722/58516-
dc.description.abstractThe development of a bi-directional pedestrian-flow model based on the reactive dynamic user equilibrium principle and the look-ahead behaviour that induces a viscosity effect on movement patterns is described. The pedestrian density in this model is governed by the conservation law, in which the flow flux is implicitly dependent on the density through the stationary Hamilton-Jacobi equation that is solved using a pseudo time-marching approach. A solution algorithm is proposed and a numerical example is used to demonstrate the effectiveness of the methodology. © 2009 Thomas Telford Ltd 2009.en_HK
dc.languageengen_HK
dc.publisherInstitution of Civil Engineersen_HK
dc.relation.ispartofProceedings of the Institution of Civil Engineers: Engineering and Computational Mechanicsen_HK
dc.subjectManagementen_HK
dc.subjectTraffic engineeringen_HK
dc.subjectTransporten_HK
dc.titleDynamic continuum model for bi-directional pedestrian flowsen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=1755-0777&volume=162&spage=67&epage=75&date=2009&atitle=Dynamic+continuum+model+for+bi-directional+pedestrian+flowsen_HK
dc.identifier.emailWong, SC:hhecwsc@hku.hken_HK
dc.identifier.authorityWong, SC=rp00191en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1680/eacm.2009.162.2.67en_HK
dc.identifier.scopuseid_2-s2.0-70349826692en_HK
dc.identifier.hkuros155867en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-70349826692&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume162en_HK
dc.identifier.issue2en_HK
dc.identifier.spage67en_HK
dc.identifier.epage75en_HK
dc.identifier.isiWOS:000215436700003-
dc.identifier.scopusauthoridHuang, L=26639359400en_HK
dc.identifier.scopusauthoridXia, Y=13907144200en_HK
dc.identifier.scopusauthoridWong, SC=24323361400en_HK
dc.identifier.scopusauthoridShu, CW=7202122336en_HK
dc.identifier.scopusauthoridZhang, M=7601556898en_HK
dc.identifier.scopusauthoridLam, WHK=7203022024en_HK
dc.identifier.issnl1755-0777-

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