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Titlebook: Intersections without Traffic Signals; Proceedings of an In Werner Brilon Conference proceedings 1988Latest edition Springer-Verlag Berlin

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41#
發(fā)表于 2025-3-28 15:11:26 | 只看該作者
Conference proceedings 1988Latest editionook, which was compiled prior to the event, comprises the written versions of the contributions pre- sented at the workshop. This preface is an attempt to give a short survey of the deve- lopment of this particular field of traffic engineering. It has to be said in advance, however, that it is writt
42#
發(fā)表于 2025-3-28 21:18:57 | 只看該作者
Swedish Research on Unsignalized Intersections,ing presents the proposed calculation procedures intended to replace the existing CAPCAL program for the evaluation of different performance measures at intersections without signals (but not roundabouts).
43#
發(fā)表于 2025-3-29 00:02:45 | 只看該作者
Research on Traffic Performance of Major/Minor Priority Intersections,ities leading to an improvement of the existing method for capacity analysis. The paper also presents some results of a comparison of the two techniques of capacity modelling. The basic ideas of the new method are then briefly described.
44#
發(fā)表于 2025-3-29 07:07:00 | 只看該作者
45#
發(fā)表于 2025-3-29 08:43:15 | 只看該作者
46#
發(fā)表于 2025-3-29 12:24:52 | 只看該作者
Traffic Safety at Roundabouts,n roundabouts. This is explained by the fact that the types of accidents with the highest injury consequences in normal junctions are replaced by a cor responding number of accidents with low injury consequences in roundabouts.
47#
發(fā)表于 2025-3-29 15:43:42 | 只看該作者
Conflicts and Delay Studies at Unsignalized Intersections,th the simulation results. It is concluded that the formula could be used for unsignalized intersections. At the end of this paper, several conclusions are drawn and suggestions are made for establishing signal control at unsignalized intersections.
48#
發(fā)表于 2025-3-29 19:43:39 | 只看該作者
49#
發(fā)表于 2025-3-30 03:25:04 | 只看該作者
A Model of Unsignalized Intersection Capacity Based on Erlang-3 Gap Distribution,futations cumbersome. The second feature is modeling accounting for the multiple utilization of gaps, while the third feature is the explicit recognition of the effects of vehicles sharing a common lane on the minor street.
50#
發(fā)表于 2025-3-30 07:17:15 | 只看該作者
UK Techniques for the Prediction of Capacities, Queues, and Delays at Intersections Without Trafficjunction geometry, and provide traffic engineers with essential aids in the design of non-signalised junctions. They have been in widespread use by local authorities and engineering consultants in the UK for a number of years and are used to an increasing extent in other countries.
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