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dc.contributor.authorHuang, Shih-Fangen_US
dc.contributor.authorChen, Chun-Sungen_US
dc.contributor.authorDzeng, Ren-Jyeen_US
dc.date.accessioned2014-12-08T15:21:39Z-
dc.date.available2014-12-08T15:21:39Z-
dc.date.issued2011-11-01en_US
dc.identifier.issn0733-947Xen_US
dc.identifier.urihttp://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000287en_US
dc.identifier.urihttp://hdl.handle.net/11536/15381-
dc.description.abstractIn recent decades, the spreadsheet and computer-aided mapping are the major tools for track alignment design. These traditional methods can meet the design criteria, but when the design factors and the change order must be satisfied at the same time, the process is always complicated and redundant. Building information modeling (BIM) is mainly applied on the generation and management of building data. It utilizes the object-oriented concept to increase the efficiency of information management in the building life cycle. The track-alignment data also have topographic relation that is similar to the building. There is a much closer relation between the topological, sharp, and position of track entities than that of the building components. This paper discusses the feasibility of applying a real-time, dynamic, three-dimensional building information model to design the alignment; compares the traditional alignment method with the BIM alignment method to find out the differences; and analyzes the precision by using alignment data of east and west main tracks of Qidu Switchyard of Taiwan Railways Administration. Moreover, the paper proves that the BIM can simplify track-alignment design, increases the abilities of computer-aided design and automation, and greatly shortens the design period. DOI: 10.1061/(ASCE)TE.1943-5436.0000287. (C) 2011 American Society of Civil Engineers.en_US
dc.language.isoen_USen_US
dc.subjectBIMen_US
dc.subjectAlignmenten_US
dc.subjectGraphical user interfaceen_US
dc.subjectTopologicalen_US
dc.subjectTrailen_US
dc.subjectAutoCAD-baseden_US
dc.titleDesign of Track Alignment Using Building Information Modelingen_US
dc.typeArticleen_US
dc.identifier.doi10.1061/(ASCE)TE.1943-5436.0000287en_US
dc.identifier.journalJOURNAL OF TRANSPORTATION ENGINEERING-ASCEen_US
dc.citation.volume137en_US
dc.citation.issue11en_US
dc.citation.spage823en_US
dc.citation.epage830en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000298735700010-
dc.citation.woscount0-
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