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dc.contributor.authorZhou, Y.
dc.contributor.authorHan, Daguang
dc.contributor.authorHu, K, etc.
dc.contributor.authorQin, Guocheng
dc.contributor.authorXiang, Zhongfu
dc.contributor.authorYing, Chunli
dc.contributor.authorZhao, Lidu
dc.contributor.authorHu, Xingyi
dc.date.accessioned2023-01-27T08:27:57Z
dc.date.available2023-01-27T08:27:57Z
dc.date.created2021-08-05T09:32:36Z
dc.date.issued2021-06-16
dc.identifier.citationAdvances in Civil Engineering. 2021, 2021 .en_US
dc.identifier.issn1687-8086
dc.identifier.issn1687-8094
dc.identifier.urihttps://hdl.handle.net/11250/3046759
dc.description.abstractThe comprehensive utilization of prefabricated components (PCs) is one of the features of industrial construction. Trial assembly is imperative for PCs used in high-rise buildings and large bridges. Virtual trial assembly (VTA) is a preassembly process for PCs in a virtual environment that can avoid the time-consuming and economic challenges in physical trial assembly. In this study, a general framework for VTA that is performed between a point cloud, a building information model (BIM), and the finite element method is proposed. In obtaining point clouds via terrestrial laser scanning, the registration accuracy of point clouds is the key to building an accurate digital model of PCs. Accordingly, an accurate registration method based on triangular pyramid markers is proposed. This method can enable the general registration accuracy of point clouds to reach the submillimeter scale. Two algorithms for curved members and bolt holes are developed for PCs with bolt assembly to reconstruct a precise BIM that can be used directly in finite element analysis. Furthermore, an efficient simulation method for accurately predicting the elastic deformation and initial stress caused by forced assembly is proposed and verified. .e proposed VTA method is verified on a reduced-scale steel pipe arch bridge. Experimental results show that the geometric prediction deviation of VTA is less than 1/1800 of the experimental bridge span, and the mean stress predicted via VTA is 90% of the measured mean stress. In general, this research may help improve the industrialization level of building construction.en_US
dc.language.isoengen_US
dc.publisherHindawien_US
dc.relation.ispartofseriesAdvances in Civil Engineering;Volume 2021
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.subjectSteel structuresen_US
dc.subjectPrefabricated componentsen_US
dc.subjectVirtual trial assemblyen_US
dc.subjectIndustrial constructionen_US
dc.titleAccurate Virtual Trial Assembly Method of Prefabricated Steel Components Using Terrestrial Laser Scanningen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holder© 2021 Yin Zhou et alen_US
dc.source.articlenumber9916859en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1
dc.identifier.doi10.1155/2021/9916859
dc.identifier.cristin1923991
dc.source.journalAdvances in Civil Engineeringen_US
dc.source.volume2021en_US
dc.source.pagenumber15en_US


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