Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101282
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorChen, JHen_US
dc.creatorSu, MCen_US
dc.creatorCao, Ren_US
dc.creatorHsu, SCen_US
dc.creatorLu, JCen_US
dc.date.accessioned2023-08-30T04:16:29Z-
dc.date.available2023-08-30T04:16:29Z-
dc.identifier.issn0926-5805en_US
dc.identifier.urihttp://hdl.handle.net/10397/101282-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2016 Elsevier B.V. All rights reserved.en_US
dc.rights© 2016. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Chen, J. H., Su, M. C., Cao, R., Hsu, S. C., & Lu, J. C. (2017). A self organizing map optimization based image recognition and processing model for bridge crack inspection. Automation in Construction, 73, 58-66 is available at https://doi.org/10.1016/j.autcon.2016.08.033.en_US
dc.subjectBridge inspectionen_US
dc.subjectImage recognitionen_US
dc.subjectSelf organizing map optimizationen_US
dc.titleA self organizing map optimization based image recognition and processing model for bridge crack inspectionen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage58en_US
dc.identifier.epage66en_US
dc.identifier.volume73en_US
dc.identifier.doi10.1016/j.autcon.2016.08.033en_US
dcterms.abstractThe current deterioration inspection method for bridges heavily depends on human recognition, which is time consuming and subjective. This research adopts Self Organizing Map Optimization (SOMO) integrated with image processing techniques to develop a crack recognition model for bridge inspection. Bridge crack data from 216 images was collected from the database of the Taiwan Bridge Management System (TBMS), which provides detailed information on the condition of bridges. This study selected 40 out of 216 images to be used as training and testing datasets. A case study on the developed model implementation is also conducted in the severely damage Hsichou Bridge in Taiwan. The recognition results achieved high accuracy rates of 89% for crack recognition and 91% for non-crack recognition. This model demonstrates the feasibility of accurate computerized recognition for crack inspection in bridge management.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationAutomation in construction, Jan. 2017, v. 73, p. 58-66en_US
dcterms.isPartOfAutomation in constructionen_US
dcterms.issued2017-01-
dc.identifier.scopus2-s2.0-84995503624-
dc.identifier.eissn1872-7891en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-2277-
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6696283-
dc.description.oaCategoryGreen (AAM)en_US
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