Finite-Element Formulation for the Lateral Torsional Buckling of Plane Frames
Author:
Affiliation:
1. Stress Analyst, Candu Energy Inc., 2285 Speakman Dr., SP2 F4 H5, Mississauga, ON, Canada L5K 1B2.
2. Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000492
Reference39 articles.
1. American National Standards Institute/AISC. (2005). “Specification for structural steel buildings.” ANSI/AISC-360 Chicago.
2. Finite element analysis of torsional and torsional-flexural stability problems
3. Global buckling analysis of plane and space thin-walled frames in the context of GBT
4. GBT-based local, distortional and global buckling analysis of thin-walled steel frames
5. Torsion warping transmission at thin-walled frame joints: Kinematics, modelling and structural response
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