Equivalent geometric imperfection definition in steel structures sensitive to lateral torsional buckling due to bending moment
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference27 articles.
1. EN 1993-1-1:2005, Eurocode 3: Design of Steel Structures. Part 1.1: General Rules and Rules for Buildings.
2. Interaction formulae for members subjected to bending and axial compression in Eurocode 3—the Method 2 approach;Greiner;J Constr Steel Res,2006
3. Improvement of the interaction formulae for beam columns in Eurocode3;Boissonade;Comput Struct,2002
4. Development of a consistent design procedure for lateral-torsional buckling of tapered beams;Marques;J Constr Steel Res,2013
5. Frames with unique global and local imperfection in the shape of the elastic buckling mode (part1);Chladný;Stahlbau,2013
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