Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/1746
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dc.contributor.authorGergess, Antoineen_US
dc.contributor.authorSen, Rajanen_US
dc.date.accessioned2020-12-23T08:58:53Z-
dc.date.available2020-12-23T08:58:53Z-
dc.date.issued2008-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/1746-
dc.descriptionThis paper was presented in " Transportation Research Board Annual meeting, Washington DC, Jan. 12- 16, 2008.".en_US
dc.description.abstractHorizontally curved steel girders are extensively used in bridge construction. An overview on a new, innovative cold bending technique for curving steel girders, specifically developed to meet the tight construction tolerance requirements of the Miami, Florida, Metromover, is presented. The curving procedure used by the fabricator was retained and detailed analyses were developed to provide closed-form solutions relating loads to deformation for curving symmetrical, asymmetrical, stiffened, and unstiffened girders. This eliminates the trial-and-error nature of the operation in the steel shop. Limits are imposed on the maximum load and corresponding plastic strain to prevent damage. Numerical examples illustrate the application of the proposed method and suggestions for future work are made on how cold bending may be adapted for bridge use.en_US
dc.format.extent10 p.en_US
dc.language.isoengen_US
dc.titleCold curving steel bridge girdersen_US
dc.typeJournal Articleen_US
dc.contributor.affiliationDepartment of Civil and Environmental Engineeringen_US
dc.description.volume2081en_US
dc.description.issue1en_US
dc.description.startpage165en_US
dc.description.endpage175en_US
dc.date.catalogued2017-12-06-
dc.description.statusPublisheden_US
dc.identifier.OlibID175395-
dc.relation.ispartoftextTransportation research record: Journal of the transportation research Boarden_US
dc.provenance.recordsourceOliben_US
Appears in Collections:Department of Civil and Environmental Engineering
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