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contributor authorBanfu Yan
contributor authorSatoshi Goto
contributor authorAyaho Miyamoto
contributor authorHua Zhao
date accessioned2017-05-08T21:40:54Z
date available2017-05-08T21:40:54Z
date copyrightMay 2014
date issued2014
identifier other%28asce%29cp%2E1943-5487%2E0000300.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59274
description abstractWeathering steel with a natural corrosion-resistant feature has been widely applied to the structural components of steel bridges. However, severe surface corrosion damage has been frequently observed in the weathering steels of bridges, which causes the performance degradation of the structure. Conventional visual classification approaches are time-consuming and subjective and cannot provide quantitative evaluation effectively and efficiently. This paper presents a new imaging-based intelligent method for quantitatively rating the corrosion states of weathering steel bridges. Images are characterized by image texture analysis using two-dimensional wavelet decomposition, from which both the local and global energy distributions of each detail subimage are extracted as representative features. To enhance the performance of a support vector machine (SVM) in corrosion state classification, a particle swarm optimization algorithm (PSO) is developed to obtain the optimal parameters of the SVM. A comparative study indicates that PSO-SVM can achieve better classification accuracy rates than artificial neural network. Numerical results demonstrate that this study provides an effective approach to imaging-based rating by integrating wavelet transform and PSO-SVM techniques for allocating the condition state of corroded weathering steel.
publisherAmerican Society of Civil Engineers
titleImaging-Based Rating for Corrosion States of Weathering Steel Using Wavelet Transform and PSO-SVM Techniques
typeJournal Paper
journal volume28
journal issue3
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)CP.1943-5487.0000293
treeJournal of Computing in Civil Engineering:;2014:;Volume ( 028 ):;issue: 003
contenttypeFulltext


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