Computer vision-based in-situ bridge displacement measurement

The displacement responses of a bridge structure subjected to moving vehicle load can be used to reflect the information of structural stiffness and load-carrying capacity. This study develops a target-free computer vision-based approach as an alternative to conventional displacement sensors for mea...

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Main Authors: Peng, Zhen, Li, Jun, Chen, Wensu, Hossain, R., Atkinson, S.
Format: Conference Paper
Published: 2023
Online Access:https://nla.gov.au/nla.obj-3272579398/view
http://hdl.handle.net/20.500.11937/97952
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author Peng, Zhen
Li, Jun
Chen, Wensu
Hossain, R.
Atkinson, S.
author_facet Peng, Zhen
Li, Jun
Chen, Wensu
Hossain, R.
Atkinson, S.
author_sort Peng, Zhen
building Curtin Institutional Repository
collection Online Access
description The displacement responses of a bridge structure subjected to moving vehicle load can be used to reflect the information of structural stiffness and load-carrying capacity. This study develops a target-free computer vision-based approach as an alternative to conventional displacement sensors for measuring bridge displacement responses in a contactless manner. This approach involves camera calibration and scale factor determination, natural feature target identification and description, feature matching and tracking. The developed approach is applied for the vibration displacement measurement of Stirling Bridge in Fremantle, Western Australia exposed to normal traffic. The Stirling Bridge has been selected due to the significant number of fully loaded trucks that pass through it, traveling from the North Fremantle Port to Perth City. The identification results agree well with the traffic patterns recorded from a traffic camera installed on the bridge deck. The developed technique provides an affordable and easily deployable alternative to conventional contact-type displacement sensor, which can be used for timely bridge health condition assessment.
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institution Curtin University Malaysia
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spelling curtin-20.500.11937-979522025-07-10T08:47:44Z Computer vision-based in-situ bridge displacement measurement Peng, Zhen Li, Jun Chen, Wensu Hossain, R. Atkinson, S. The displacement responses of a bridge structure subjected to moving vehicle load can be used to reflect the information of structural stiffness and load-carrying capacity. This study develops a target-free computer vision-based approach as an alternative to conventional displacement sensors for measuring bridge displacement responses in a contactless manner. This approach involves camera calibration and scale factor determination, natural feature target identification and description, feature matching and tracking. The developed approach is applied for the vibration displacement measurement of Stirling Bridge in Fremantle, Western Australia exposed to normal traffic. The Stirling Bridge has been selected due to the significant number of fully loaded trucks that pass through it, traveling from the North Fremantle Port to Perth City. The identification results agree well with the traffic patterns recorded from a traffic camera installed on the bridge deck. The developed technique provides an affordable and easily deployable alternative to conventional contact-type displacement sensor, which can be used for timely bridge health condition assessment. 2023 Conference Paper http://hdl.handle.net/20.500.11937/97952 https://nla.gov.au/nla.obj-3272579398/view unknown
spellingShingle Peng, Zhen
Li, Jun
Chen, Wensu
Hossain, R.
Atkinson, S.
Computer vision-based in-situ bridge displacement measurement
title Computer vision-based in-situ bridge displacement measurement
title_full Computer vision-based in-situ bridge displacement measurement
title_fullStr Computer vision-based in-situ bridge displacement measurement
title_full_unstemmed Computer vision-based in-situ bridge displacement measurement
title_short Computer vision-based in-situ bridge displacement measurement
title_sort computer vision-based in-situ bridge displacement measurement
url https://nla.gov.au/nla.obj-3272579398/view
http://hdl.handle.net/20.500.11937/97952