Title
Lateral-torsional buckling capacities of coped girders
Author
Maljaars, J.
Stark, J.W.B.
Steenbergen, H.M.G.M.
Abspoel, R.
TNO Bouw
Publication year
2002
Abstract
The lateral torsional buckling resistance of girders depends on the support conditions. In floor structures for buildings coped girders are often used. In a recent study, a numerical model was developed to investigate the influence of copes on the lateral buckling resistance. This model is described in an companion paper [ 1 J. In this paper results of a parameter study carried out with the numerical model are presented. The study is restricted to girders with end plates
Subject
Architecture and Building
Lateral-torsional buckling
Copes
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TNO identifier
330262
Publisher
CMM, Coimbra
Source
3rd European Conference on Steel Structures (Eurosteel 2002). Proceedings of the 3rd Conference on Steel Structures, Auditorio Laginha Serafim, Coimbra, Portugal, 19-20 September / A. Lamas, L.S. da Silva, 251-260 (Volume 1
Document type
conference paper