Elastic Flexural-Torsional Buckling of Discretely Restrained Arches
✍ Scribed by Bradford, Mark Andrew; Pi, Yong-Lin
- Book ID
- 120207189
- Publisher
- American Society of Civil Engineers
- Year
- 2002
- Tongue
- English
- Weight
- 179 KB
- Volume
- 128
- Category
- Article
- ISSN
- 0733-9445
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📜 SIMILAR VOLUMES
This paper develops a closed-form solution for the elastic flexural-torsional buckling of a laterally fixed steel circular arch that is subjected to uniform bending. The formulation makes recourse to an orthogonal rotations matrix in order to derive the finite strains and the energy equation for buc
Torsional and torsional-flexural buckling of columns under axial compression -as defined in the Eurocode 3-1-1(2005) -may practically occur in axially compressed I-sections, which are laterally restrained so that weak axis flexural buckling is prevented and buckling is initiated by torsional deforma