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dc.contributor.authorChen, Ming Chengen_US
dc.contributor.authorChen, Chun-Sungen_US
dc.contributor.authorWu, Chien-Tingen_US
dc.contributor.authorWang, Edward H.en_US
dc.date.accessioned2014-12-08T15:38:24Z-
dc.date.available2014-12-08T15:38:24Z-
dc.date.issued2010-12-01en_US
dc.identifier.issn0025-5327en_US
dc.identifier.urihttp://hdl.handle.net/11536/26294-
dc.description.abstractThis study discusses the causes of main cable sag damage on suspension bridges Although the cable extension caused by the sag is not apparent, it has some important characteristics One such characteristic is that the cable, being hyperbolic, contains a central region that is strictly level If an average of points was taken along this central region, inspection accuracy could be increased With changes in sag, the damage to the cable can be estimated Three-dimensional (3D) scanners can accurately obtain the cloud points from the main cable of the suspension bridge in real time and in the long term This, along with visual testing (VT), can be used to verify the study The results obtained through laboratory and field experimentation in this study were close to the expected theoretical resultsen_US
dc.language.isoen_USen_US
dc.subjectsuspension bridgeen_US
dc.subjectsag damageen_US
dc.subjectmain cableen_US
dc.subject3D scanneren_US
dc.subjectcloud pointen_US
dc.titleMonitoring of Sag Deformation in Suspension Bridges Using a 3D Laser Scanneren_US
dc.typeArticleen_US
dc.identifier.journalMATERIALS EVALUATIONen_US
dc.citation.volume68en_US
dc.citation.issue12en_US
dc.citation.spage1368en_US
dc.citation.epage1378en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000285493500005-
dc.citation.woscount1-
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