Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/24599
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorChan, SL-
dc.creatorLiu, YP-
dc.creatorLiu, SW-
dc.date.accessioned2014-12-19T04:19:00Z-
dc.date.available2014-12-19T04:19:00Z-
dc.identifier.issn1877-7058en_US
dc.identifier.urihttp://hdl.handle.net/10397/24599-
dc.description12th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC12, Hong Kong, 26-28 January 2011en_US
dc.language.isoenen_US
dc.rights© 2011 Published by Elsevier Ltd. Open access under CC BY-NC-ND license (https://creativecommons.org/licenses/by/3.0/).en_US
dc.rightsThe following publication Chan, S. L., Liu, Y. P., & Liu, S. W. (2011). Structural design in the post-effective length era. Procedia Engineering, 14, 1005-1012 is available at https://doi.org/10.1016/j.proeng.2011.07.126en_US
dc.subjectBucklingen_US
dc.subjectComposite columnen_US
dc.subjectSecond-order analysisen_US
dc.titleStructural design in the post-effective length eraen_US
dc.typeConference Paperen_US
dc.identifier.spage1005en_US
dc.identifier.epage1012en_US
dc.identifier.volume14en_US
dc.identifier.doi10.1016/j.proeng.2011.07.126en_US
dcterms.abstractBefore the publication of several new codes for structural design of steel structures in recent years, design of structures is based on the linear analysis and the effective length method, which relies on a nonexistent or erroneous assumption of buckling at undeformed geometry. After the publication of the several codes including the Eurocode-3 (2005), LRFD (2005) and the Hong Kong Steel Code (2005), interestingly all in 2005, a new method based on the equilibrium at deformed configuration emerges as a replacement of the old effective length method. In theory, the second-order and advanced analysis can be used for any structural forms but calibration for imperfections against coded and experimental results is essential for safety. Its application to various structural forms and materials has been successful with advantages of this new method manifested. This paper summaries the new design method on two structural forms as transmission line towers and steel, concrete and composite portal frames.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationProcedia engineering, 2011, v. 14, p. 1005-1012-
dcterms.isPartOfProcedia Engineering-
dcterms.issued2011-
dc.identifier.scopus2-s2.0-80054783204-
dc.identifier.rosgroupidr55267-
dc.description.ros2010-2011 > Academic research: refereed > Refereed conference paperen_US
dc.description.validate201901_a bcmaen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
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