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  5. Calculating an Influence Line from Direct Measurements
 
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Calculating an Influence Line from Direct Measurements

Author(s)
O'Brien, Eugene J.  
Quilligan, Michael  
Karoumi, Raid  
Uri
http://hdl.handle.net/10197/4046
Date Issued
2006-03
Date Available
2013-01-16T16:31:41Z
Abstract
The response of a bridge to a pre-weighed truck can be
measured on site. This paper describes a mathematical
method for converting the measured response of a load
effect into an influence line for that effect. One influence
ordinate is calculated for each scan of the data acquisition
system. The vector of ordinates is found by solving a large
set of simultaneous equations expressed in matrix form.
The general form of the matrices is described, and the
particular matrices for a three-axle truck are given.
The technique is demonstrated using measured strain
on two bridges using pre-weighed trucks with different
numbers of axles.
Type of Material
Journal Article
Publisher
Institution of Civil Engineers
Journal
Bridge Engineering, Proceedings of the Institution of Civil Engineers
Volume
159
Issue
BE1
Start Page
31
End Page
34
Copyright (Published Version)
2006, ICE Publishing Ltd
Subjects

Bridge

Influence line

WIM

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/
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Calculating an influence line from direct measurements_2006.pdf

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Format

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Checksum (MD5)

22ba64217928e048233706d45fc23b47

Owning collection
Civil Engineering Research Collection

Item descriptive metadata is released under a CC-0 (public domain) license: https://creativecommons.org/public-domain/cc0/.
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