Print Email Facebook Twitter Lateral torsional stability of members with lateral restraints at various locations between the supports Title Lateral torsional stability of members with lateral restraints at various locations between the supports Author Bijlaard, F.S.K. Steenbergen, H.M.G.M. TNO Bouw Publication year 2002 Abstract This paper provides a general procedure to determine the elastic critica! (Euler) lateral torsional buckling moment of a member with lateral restraints at various locations between the supports. The mathematica) procedure to solve the eigenvalue problem is presented and some design examples are presented. The effectiveness of the locations on the member where the lateral restraints are applied, together with the effects of the flexibility of the restraints on the bearing capacity of the member is studied. Subject Architecture and BuildingI-sectionsLateral torsional bucklingBendingSimulationsBuckling To reference this document use: http://resolver.tudelft.nl/uuid:43b6514e-4273-4fd6-9475-fd0e971f1192 TNO identifier 330264 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, 191-200 (Volume 1 Document type conference paper Files To receive the publication files, please send an e-mail request to TNO Library.