Bridge Damage Severity Quantification Using Multipoint Acceleration Measurement and Artificial Neural Networks

The deterioration of bridges as a result of ageing is a serious problem in many countries. To prevent the failure of these deficient bridges, early damage detection which helps us to evaluate the safety of bridges is important. Therefore, the present research proposed a method to quantify damage sev...

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Main Authors: Pang-jo Chun, Hiroaki Yamashita, Seiji Furukawa
Format: Article
Language:English
Published: Hindawi Limited 2015-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2015/789384
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spelling doaj-c047d2385bc144cb8cc31bd691792cb32020-11-24T22:24:24ZengHindawi LimitedShock and Vibration1070-96221875-92032015-01-01201510.1155/2015/789384789384Bridge Damage Severity Quantification Using Multipoint Acceleration Measurement and Artificial Neural NetworksPang-jo Chun0Hiroaki Yamashita1Seiji Furukawa2Department of Civil and Environmental Engineering, Ehime University, Matsuyama, Ehime 790-8577, JapanWest Nippon Expressway Engineering Shikoku Company Ltd., Takamatsu, Kagawa 760-0072, JapanWest Nippon Expressway Engineering Shikoku Company Ltd., Takamatsu, Kagawa 760-0072, JapanThe deterioration of bridges as a result of ageing is a serious problem in many countries. To prevent the failure of these deficient bridges, early damage detection which helps us to evaluate the safety of bridges is important. Therefore, the present research proposed a method to quantify damage severity by use of multipoint acceleration measurement and artificial neural networks. In addition to developing the method, we developed a cheap and easy-to-make measurement device which can be made by bridge owners at low cost and without the need for advance technical skills since the method is mainly intended to apply to small to midsized bridges. In addition, the paper gives an example application of the method to a weathering steel bridge in Japan. It can be shown from the analysis results that the method is accurate in its damage identification and mechanical behavior prediction ability.http://dx.doi.org/10.1155/2015/789384
collection DOAJ
language English
format Article
sources DOAJ
author Pang-jo Chun
Hiroaki Yamashita
Seiji Furukawa
spellingShingle Pang-jo Chun
Hiroaki Yamashita
Seiji Furukawa
Bridge Damage Severity Quantification Using Multipoint Acceleration Measurement and Artificial Neural Networks
Shock and Vibration
author_facet Pang-jo Chun
Hiroaki Yamashita
Seiji Furukawa
author_sort Pang-jo Chun
title Bridge Damage Severity Quantification Using Multipoint Acceleration Measurement and Artificial Neural Networks
title_short Bridge Damage Severity Quantification Using Multipoint Acceleration Measurement and Artificial Neural Networks
title_full Bridge Damage Severity Quantification Using Multipoint Acceleration Measurement and Artificial Neural Networks
title_fullStr Bridge Damage Severity Quantification Using Multipoint Acceleration Measurement and Artificial Neural Networks
title_full_unstemmed Bridge Damage Severity Quantification Using Multipoint Acceleration Measurement and Artificial Neural Networks
title_sort bridge damage severity quantification using multipoint acceleration measurement and artificial neural networks
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 2015-01-01
description The deterioration of bridges as a result of ageing is a serious problem in many countries. To prevent the failure of these deficient bridges, early damage detection which helps us to evaluate the safety of bridges is important. Therefore, the present research proposed a method to quantify damage severity by use of multipoint acceleration measurement and artificial neural networks. In addition to developing the method, we developed a cheap and easy-to-make measurement device which can be made by bridge owners at low cost and without the need for advance technical skills since the method is mainly intended to apply to small to midsized bridges. In addition, the paper gives an example application of the method to a weathering steel bridge in Japan. It can be shown from the analysis results that the method is accurate in its damage identification and mechanical behavior prediction ability.
url http://dx.doi.org/10.1155/2015/789384
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AT hiroakiyamashita bridgedamageseverityquantificationusingmultipointaccelerationmeasurementandartificialneuralnetworks
AT seijifurukawa bridgedamageseverityquantificationusingmultipointaccelerationmeasurementandartificialneuralnetworks
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