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dc.contributor.author
Greiner, Richard
dc.contributor.author
Taras, Andreas
dc.date.accessioned
2021-01-25T13:23:22Z
dc.date.available
2021-01-05T15:50:42Z
dc.date.available
2021-01-25T13:23:22Z
dc.date.issued
2010-09
dc.identifier.issn
1867-0520
dc.identifier.issn
1867-0539
dc.identifier.other
10.1002/stco.201010025
en_US
dc.identifier.uri
http://hdl.handle.net/20.500.11850/459652
dc.description.abstract
Whereas the European column buckling curves are generally well accepted, the buckling curves given in Eurocode 3‐1‐1 for lateral‐torsional (LT) and torsional‐flexural (TF) buckling are still under discussion. This situation stems from the fact that the latter have not been developed with the same broad consensus as the column buckling curves, but had to be provided for the publication of the Eurocode in a rather short time. In the meantime, further research has achieved, on the one hand, a much deeper understanding of the mechanical behaviour and, on the other, a better approach for an appropriate design formulation for member buckling cases in conformity with the code. This paper reports on current developments in new design LT and TF buckling curves that are fully consistent with the background and methodology of the European column buckling curves. © 2010 Ernst & Sohn.
en_US
dc.language.iso
en
en_US
dc.publisher
Wiley
en_US
dc.title
New design curves for LT and TF buckling with consistent derivation and code‐conform formulation
en_US
dc.type
Journal Article
dc.date.published
2010-09-01
ethz.journal.title
Steel Construction
ethz.journal.volume
3
en_US
ethz.journal.issue
3
en_US
ethz.journal.abbreviated
Steel Constr.
ethz.pages.start
176
en_US
ethz.pages.end
186
en_US
ethz.publication.place
Berlin
en_US
ethz.publication.status
published
en_US
ethz.leitzahl
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02605 - Institut für Baustatik u. Konstruktion / Institute of Structural Engineering::09660 - Taras, Andreas / Taras, Andreas
en_US
ethz.leitzahl.certified
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02605 - Institut für Baustatik u. Konstruktion / Institute of Structural Engineering::09660 - Taras, Andreas / Taras, Andreas
en_US
ethz.date.deposited
2021-01-05T15:50:49Z
ethz.source
FORM
ethz.eth
no
en_US
ethz.availability
Metadata only
en_US
ethz.rosetta.installDate
2021-01-25T13:23:30Z
ethz.rosetta.lastUpdated
2022-03-29T04:57:51Z
ethz.rosetta.exportRequired
true
ethz.rosetta.versionExported
true
ethz.COinS
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