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dc.contributor.authorHuang, Shih-Fangen_US
dc.contributor.authorChen, Chun-Sungen_US
dc.contributor.authorDzeng, Ren-Jyeen_US
dc.date.accessioned2014-12-08T15:28:42Z-
dc.date.available2014-12-08T15:28:42Z-
dc.date.issued2011en_US
dc.identifier.isbn978-3-03785-149-4en_US
dc.identifier.issn1660-9336en_US
dc.identifier.urihttp://hdl.handle.net/11536/20767-
dc.identifier.urihttp://dx.doi.org/10.4028/www.scientific.net/AMM.58-60.1294en_US
dc.description.abstractA railway is a strip-shaped corridor usually divided into multiple sections that are constructed separately. Associated construction contracts must consider scheduling. Because a railway is a continual linear structure, high-precision level surveys are needed for rail sections to connect smoothly. However, the different phases and sections of construction require multiple-level surveys, which often lead to bias in the benchmarks. Since the railway is a continuous alignment, and an inconsistent elevation system affects the civil work and subsequent track laying. This study therefore used a statistical method to eliminate inconsistencies in benchmarks. Statistics are widely used in engineering and in daily life, to solve decision making problems involving uncertainties. This study used the expected value of closing error between benchmarks as an index for recalculating level, and used the standard error of expected value as the accuracy index. Application of the proposed method using measurement data for a Taipei underground project of the Taiwan Railway Administration showed that it eliminates bias in benchmarks and provides the required accuracy for closure between adjacent points.en_US
dc.language.isoen_USen_US
dc.subjectRailwayen_US
dc.subjectlevelen_US
dc.subjectstatisticsen_US
dc.subjectbenchmarksen_US
dc.titleSimply Level Recalculation Using Statistical Approachen_US
dc.typeProceedings Paperen_US
dc.identifier.doi10.4028/www.scientific.net/AMM.58-60.1294en_US
dc.identifier.journalINFORMATION TECHNOLOGY FOR MANUFACTURING SYSTEMS II, PTS 1-3en_US
dc.citation.volume58-60en_US
dc.citation.spage1294en_US
dc.citation.epage1299en_US
dc.contributor.department建築研究所zh_TW
dc.contributor.departmentInstitude of Architectureen_US
dc.identifier.wosnumberWOS:000310857200223-
Appears in Collections:Conferences Paper