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| 001 | 56454 | ||
| 005 | 20180211185425.0 | ||
| 024 | 7 | _ | |2 DOI |a 10.1287/trsc.1090.0263 |
| 024 | 7 | _ | |2 WOS |a WOS:000269317800009 |
| 037 | _ | _ | |a PreJuSER-56454 |
| 041 | _ | _ | |a eng |
| 082 | _ | _ | |a 380 |
| 084 | _ | _ | |2 WoS |a Operations Research & Management Science |
| 084 | _ | _ | |2 WoS |a Transportation |
| 084 | _ | _ | |2 WoS |a Transportation Science & Technology |
| 100 | 1 | _ | |a Seyfried, A. |0 P:(DE-Juel1)132266 |b 0 |u FZJ |
| 245 | _ | _ | |a New Insights into Pedestrian Flow Through Bottlenecks |
| 260 | _ | _ | |a Hanover, Md. |b INFORMS |c 2009 |
| 300 | _ | _ | |a 395 - 406 |
| 336 | 7 | _ | |a Journal Article |0 PUB:(DE-HGF)16 |2 PUB:(DE-HGF) |
| 336 | 7 | _ | |a Output Types/Journal article |2 DataCite |
| 336 | 7 | _ | |a Journal Article |0 0 |2 EndNote |
| 336 | 7 | _ | |a ARTICLE |2 BibTeX |
| 336 | 7 | _ | |a JOURNAL_ARTICLE |2 ORCID |
| 336 | 7 | _ | |a article |2 DRIVER |
| 440 | _ | 0 | |a Transportation Science |x 0041-1655 |0 21161 |y 3 |v 43 |
| 500 | _ | _ | |a Record converted from VDB: 12.11.2012 |
| 520 | _ | _ | |a Capacity estimation is an important tool for the design and dimensioning of pedestrian facilities. The literature contains different procedures and specifications that show considerable differences with respect to the estimated flow values. Moreover, new experimental data indicate a stepwise growth of capacity with width and thus challenge the validity of the specific flow concept. To resolve these differences, we experimentally studied the unidirectional pedestrian flow through bottlenecks under laboratory conditions. The time development of quantities such as individual velocities, density, and individual time gaps in bottlenecks of different widths is presented. The data show a linear growth of flow with width. The comparison of the results with experimental data from other authors indicates that the basic assumption of the capacity estimation for bottlenecks has to be revised. In contrast to most planning guidelines, our main result is that a jam occurs even if the incoming flow does not overstep the capacity defined by the maximum flow according to the fundamental diagram. |
| 536 | _ | _ | |a Scientific Computing |c P41 |2 G:(DE-HGF) |0 G:(DE-Juel1)FUEK411 |x 0 |
| 588 | _ | _ | |a Dataset connected to Web of Science |
| 650 | _ | 7 | |a J |2 WoSType |
| 653 | 2 | 0 | |2 Author |a pedestrian flow |
| 653 | 2 | 0 | |2 Author |a traffic flow |
| 653 | 2 | 0 | |2 Author |a traffic and crowd dynamics |
| 653 | 2 | 0 | |2 Author |a capacity of bottlenecks |
| 700 | 1 | _ | |a Passon, O. |0 P:(DE-Juel1)VDB49737 |b 1 |u FZJ |
| 700 | 1 | _ | |a Steffen, B. |0 P:(DE-Juel1)132269 |b 2 |u FZJ |
| 700 | 1 | _ | |a Boltes, M. |0 P:(DE-Juel1)132064 |b 3 |u FZJ |
| 700 | 1 | _ | |a Rupprecht, T. |0 P:(DE-HGF)0 |b 4 |
| 700 | 1 | _ | |a Klingsch, W. |0 P:(DE-HGF)0 |b 5 |
| 773 | _ | _ | |a 10.1287/trsc.1090.0263 |g Vol. 43, p. 395 - 406 |p 395 - 406 |q 43<395 - 406 |0 PERI:(DE-600)2015901-8 |t Transportation science |v 43 |y 2009 |x 0041-1655 |
| 856 | 7 | _ | |u http://dx.doi.org/10.1287/trsc.1090.0263 |
| 909 | C | O | |o oai:juser.fz-juelich.de:56454 |p VDB |
| 913 | 1 | _ | |k P41 |v Scientific Computing |l Supercomputing |b Schlüsseltechnologien |0 G:(DE-Juel1)FUEK411 |x 0 |
| 914 | 1 | _ | |y 2009 |
| 915 | _ | _ | |0 StatID:(DE-HGF)0010 |a JCR/ISI refereed |
| 920 | 1 | _ | |k JSC |l Jülich Supercomputing Centre |g JSC |0 I:(DE-Juel1)JSC-20090406 |x 0 |
| 970 | _ | _ | |a VDB:(DE-Juel1)88593 |
| 980 | _ | _ | |a VDB |
| 980 | _ | _ | |a ConvertedRecord |
| 980 | _ | _ | |a journal |
| 980 | _ | _ | |a I:(DE-Juel1)JSC-20090406 |
| 980 | _ | _ | |a UNRESTRICTED |
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