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  5. Report of Current Studies Performed on Normal Load Model of EC1-Part 2. Traffic Loads on Bridges, 5(4),
 
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Report of Current Studies Performed on Normal Load Model of EC1-Part 2. Traffic Loads on Bridges, 5(4),

Author(s)
O'Connor, Alan  
Jacob, Bernard  
O'Brien, Eugene J.  
Prat, Michel  
Uri
http://hdl.handle.net/10197/4024
Date Issued
2001-10-05
Date Available
2013-01-14T15:21:18Z
Abstract
This report gives results of some new studies performed to validate the European road traffic load model proposed by the Eurocode EC1. Weight in motion has developed greatly in the last ten years and confidence in the accuracy of recorded data has increased significantly. Traffic data recently obtained from a number of representative European sites are used to re-calibrate the codified main load model of the European bridge loading code, Eurocode 1 Part 3. A wide range of real and virtual bridge forms were chosen for the study. Simulations were performed using free-flowing and jammed traffic. Load effects generated were determined and statistical extrapolations were performed, where appropriate, to determine characteristic values for the load effects. Some of the assumptions used in the derivation of the original loading model were re-assessed.
Type of Material
Journal Article
Publisher
Taylor & Francis
Journal
Revue Française du Génie Civil
Volume
5
Issue
4
Start Page
411
End Page
434
Copyright (Published Version)
Hermes Science Publications, 2001
Subjects

Eurocode

Traffic loads

Load effect

Bridges

Design code

Extrapolation

DOI
10.1080/12795119.2001.9692315
Language
English
Status of Item
Peer reviewed
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-sa/1.0/
File(s)
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j17.pdf

Size

975.75 KB

Format

Adobe PDF

Checksum (MD5)

b7af2f87ad540bc85149d820e8f11bbb

Owning collection
Civil Engineering Research Collection

Item descriptive metadata is released under a CC-0 (public domain) license: https://creativecommons.org/public-domain/cc0/.
All other content is subject to copyright.

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