Print Email Facebook Twitter Lateral-torsional buckling capacities of coped girders 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 BuildingLateral-torsional bucklingCopes To reference this document use: http://resolver.tudelft.nl/uuid:a216aa9d-2449-469e-87d1-6a291ff2cdb3 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 Files To receive the publication files, please send an e-mail request to TNO Library.