Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/81129
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorChan, SL-
dc.creatorLiu, SW-
dc.creatorLiu, YP-
dc.date.accessioned2019-07-29T03:18:05Z-
dc.date.available2019-07-29T03:18:05Z-
dc.identifier.urihttp://hdl.handle.net/10397/81129-
dc.language.isoenen_US
dc.publisherUniversity of Politecnica Valenciaen_US
dc.rights2018, Universitat Politècnica de València, CC BY-NC-ND. This work is licensed under a Creative Commons License Attribution-NonComercial-NoDerivatives 4.0 International (https://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.rightsThe following publication Chan, S. L., Liu, S. W., & Liu, Y. P. (2018, June). Second-order direct analysis of steel structures made of tapered members. In Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018 (pp. 75-82). Editorial Universitat Politècnica de València is available at https://dx.doi.org/10.4995/ASCCS2018.2018.7221en_US
dc.subjectTapered membersen_US
dc.subjectStability designen_US
dc.subjectBucklingen_US
dc.subjectSteel framesen_US
dc.titleSecond-order direct analysis of steel structures made of tapered membersen_US
dc.typeConference Paperen_US
dc.identifier.spage75-
dc.identifier.epage82-
dc.identifier.doi10.4995/ASCCS2018.2018.7221-
dcterms.abstractMild steel hot-rolled sections are commonly prismatic because of the rolling process with a furnace, but welded sections made from steel plates do not have such a constraint, especially when robotic welding machines are used. The weight saving could be very significant by, say, using wide flanged section at mid-span and a small flanged section at ends of a simply supported beam. However, design codes do not provide formulae for buckling check of tapered members. This paper proposes a code-free second-order direct analysis for stabilty design of steel frames made of tapered members. The design is further applied to a single layered mega space frame of 136m span. In the whole design process based on the concept of Second-order Direct Analysis, no uncertain effective length and independent member buckling checking are required.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationProceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018), Jun 27-29, 2018, University of Politecnica Valencia, Valencia, Spain 2018, p. 75-82-
dcterms.issued2018-
dc.identifier.isiWOS:000471004000008-
dc.description.validate201907 bcrc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.pubStatusPublisheden_US
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