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@PHDTHESIS{Holl:825757,
author = {Holl, Stefan},
title = {{M}ethoden für die {B}emessung der {L}eistungsfähigkeit
multidirektional genutzter {F}ußverkehrsanlagen},
volume = {32},
school = {Bergische Universität Wuppertal},
type = {Dr.},
address = {Jülich},
publisher = {Forschungszentrum Jülich GmbH Zentralbibliothek, Verlag},
reportid = {FZJ-2017-00069},
isbn = {978-3-95806-191-0},
series = {Schriften des Forschungszentrums Jülich. IAS Series},
pages = {xi, 170 S.},
year = {2016},
note = {Bergische Universität Wuppertal, Diss., 2016},
abstract = {All relevant national and international regulations for
dimensioning the pedestrian traffic facilities are based on
Oedings’s and Fruin’s level of service concept from the
second half of the last century. It defines quality levels
that describe the correlation between density and comfort in
pedestrian flows. The scientific background for this is
provided by the fundamental diagram. It shows the
relationship between density and velocity or density and
traffic flow respectively. However, for bi- and
multidirectional traffic as in stations or at major events
no reliable empirical data exist. Furthermore, for
multidirectional traffic at intersections there are no
methods available to describe the relationship between
speed, density and flow in a consistent way. This work
introduces new methods for assessing the capacity of
pedestrian traffic facilities which are used
multidirectionally. It is empirically based on laboratory
experiments with approximately up to 1000 volunteers which
are conducted as part of the research projects BaSiGo and
Hermes. The concept allows to determine consistently the
flow of people, the density and the speed on
multidirectional used traffic facilities. It generalises the
space-time averages for the vehicular traffic, that Edie
described in the 1960s, on pedestrian traffic in any order.
In addition, a scaling factor is established that enables to
transfer the results to such pedestrian traffic facilities,
which have not been directly investigated. For this purpose,
the “specific flow concept”, which has proven itself in
uni- and bidirectional traffic, has been generalised, so
that it can be applied to the multi-directional pedestrian
traffic on intersections. Furthermore, a methodological
approach is developed to quantify the “conflict density”
within a people flow to describe the differences in the
performance of the same traffic facility for different types
of use - for example unidirectional vs. bidirectional
traffic. The established parameters of performance are
integrated into the level of $\textit{safety}$ concept. This
concept has been developed within the research project
BaSiGo. It is based on the established level of service
concept, however, it focuses on the aspect of safety at
major events. Instead of a fine-scaled subdivision of
quality levels, as prescribed in the level of service
concept, the new classification with the level of safety
concept is based on a practicable traffic light system.},
cin = {JSC},
cid = {I:(DE-Juel1)JSC-20090406},
pnm = {511 - Computational Science and Mathematical Methods
(POF3-511)},
pid = {G:(DE-HGF)POF3-511},
typ = {PUB:(DE-HGF)3 / PUB:(DE-HGF)11},
urn = {urn:nbn:de:0001-2016120103},
url = {https://juser.fz-juelich.de/record/825757},
}