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  5. A Regularised Solution to the Bridge Weigh in Motion Equations
 
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A Regularised Solution to the Bridge Weigh in Motion Equations

Author(s)
O'Brien, Eugene J.  
Rowley, C.  
González, Arturo  
et al.  
Uri
http://hdl.handle.net/10197/4876
Date Issued
2009
Date Available
2013-11-08T13:55:12Z
Abstract
The traditional approach to Bridge Weigh-in-Motion (WIM) developed by Moses, gives good accuracy for estimating gross vehicle weights but is less accurate for individual axle weights. In this paper, Tikhonov regularisation is applied to the original Moses’ equations to reduce some of the inaccuracies inherent within the algorithm. The optimal regularisation parameter is calculated using the L-curve criterion. The new regularised solution is numerically tested using simulations of moving vehicles on a bridge. Results show that the regularised solution performs significantly better than the original approach of Moses and is insensitive to road surface roughness.
Type of Material
Journal Article
Publisher
Inderscience
Journal
International Journal of Heavy Vehicle Systems
Volume
16
Issue
3
Start Page
310
End Page
327
Copyright (Published Version)
2009 Inderscience
Subjects

bridge

WIM

weigh-in-motion

least squares minimis...

Tikhonov regularisati...

L-curve

heavy vehicles

weights

Language
English
Status of Item
Peer reviewed
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-nd/3.0/ie/
File(s)
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Thumbnail Image
Name

J38 - rep vers.pdf

Size

878.6 KB

Format

Adobe PDF

Checksum (MD5)

9dbf1fd92ae2eac624d1f9153fab4855

Owning collection
Civil Engineering Research Collection
Mapped collections
Earth Institute 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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