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Establishing an invar leveling calibration system

dc.citation.epage866en_US
dc.citation.issue5en_US
dc.citation.spage861en_US
dc.citation.volume31en_US
dc.citation.woscount1
dc.contributor.authorChen, Chun-Sungen_US
dc.contributor.authorWu, Chien-Tingen_US
dc.contributor.authorChang, Ming-Weien_US
dc.contributor.authorChang, Wei-Chenen_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.date.accessioned2014-12-08T15:11:16Z
dc.date.available2014-12-08T15:11:16Z
dc.date.issued2008-07-01en_US
dc.description.abstractPrecise height systems are widely utilized in civil engineering projects Such as high-speed railroads, and highways and bridge construction. However, highly precise height data is obtained using precise leveling. An extremely precise invar leveling rod is necessary for obtaining precise results. In this study, an automatic calibration system for invar leveling has been established by the National Measurement Laboratory (NML). The content belongs to the long scales calibration system of D17 of the NML. This system utilizes a steady frequency laser interferometer, a CCD microscopic monitor, and a precise moving mechanism. With this system, an invar rod and a mark invar leveling rod are applied to estimate uncertainty with a 95% confidence level. Uncertainty results are 22 mu m and 21 mu m for the invar leveling rods and mark invar leveling rods, respectively.en_US
dc.identifier.issn0253-3839en_US
dc.identifier.journalJOURNAL OF THE CHINESE INSTITUTE OF ENGINEERSen_US
dc.identifier.urihttps://ir.lib.nycu.edu.tw/handle/11536/8639
dc.identifier.wosnumberWOS:000258183900013
dc.language.isoen_USen_US
dc.subjectinvar leveling rodsen_US
dc.subjectcalibration systemen_US
dc.titleEstablishing an invar leveling calibration systemen_US
dc.typeArticleen_US

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