Mobility Compass

Discover mobility and transportation research. Find experts, partners, networks.

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The Mobility Compass is an open tool for improving networking and interdisciplinary exchange within mobility and transport research. It enables cross-database search for cooperation and network partners and discovering of the research landscape.

The dashboard provides detailed information about the selected scientist, e.g. publications. The dashboard can be filtered and shows the relationship to co-authors in different diagrams. In addition, a link is provided to find contact information.

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in Cooperation with on an Cooperation-Score of 37%

Topics

Publications (6/6 displayed)

  • 2016Validation of Scenario Modelling for Bridge Loading4citations
  • 2016Validation of scenario modelling for bridge loading4citations
  • 2013Management Strategies for Special Permit Vehicles for Bridge Loadingcitations
  • 2013Site Specific Modelling of Traffic Loading on Highway Bridgescitations
  • 2013The Effect of Lane Changing on Long-Span Highway Bridge Traffic Loadingcitations
  • 2011Modelling of highway bridge traffic loadingcitations

Places of action

Chart of shared publication
Obrien, Eugene J.
5 / 70 shared
Leahy, Cathal
2 / 3 shared
Caprani, Colin C.
2 / 3 shared
Carey, Colm
1 / 1 shared
Obrien, Eugene John
1 / 2 shared
Chart of publication period
2016
2013
2011

Co-Authors (by relevance)

  • Obrien, Eugene J.
  • Leahy, Cathal
  • Caprani, Colin C.
  • Carey, Colm
  • Obrien, Eugene John
OrganizationsLocationPeople

conferencepaper

Management Strategies for Special Permit Vehicles for Bridge Loading

  • Obrien, Eugene J.
  • Enright, Bernard

Abstract

Transport Research Arena Europe 2010, 7-10th June, Brussels, Belgium ; An examination of weigh-in-motion (WIM) data collected recently at sites in five European countries has shown that vehicles with weights well in excess of the normal legal limits are found on a daily basis. These vehicles would be expected to have special permits issued by the responsible authorities. It can be seen from the WIM measurements that most of them are travelling at normal highway speeds (around 80 km/h). Photographic evidence indicates that, while many are accompanied by an escort vehicle in front and/or behind, normal traffic is flowing alongside in other lanes of the highway. As European freight volume grows, the frequency of these special vehicles can be expected to increase. Hence, the probability of them meeting a heavy truck travelling in the opposite direction on a bridge also increases. Gross vehicle weights in excess of 100 t have been observed at all sites, and are a daily occurrence in the Netherlands. Most of these extremely heavy vehicles are either mobile cranes or low loaders carrying construction equipment. Both types have multiple axles at very close spacing, and the gross weight and axle layout have implications for bridge loading. This paper presents findings based on a simulation model which incorporates the load effects for all observed truck types on short to medium span bridges. It is evident that special vehicles govern the lifetime maximum bridge loading, and the occurrence of extremely heavy trucks is sufficiently frequent that meeting events can be expected during the design lives of the bridges. The effects of different management strategies for special permit vehicles are modelled and the results are presented. ; Deposited by bulk import

Topics

  • simulation
  • data
  • commodity
  • layout
  • bridge
  • heavy vehicle
  • highway
  • import
  • truck
  • bridge
  • axle
  • examination
  • loader
  • lumper
  • gross weight
  • mobile crane
  • weigh in motion
  • gross vehicle weight
  • construction equipment
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