A study on flexural buckling strengthFcrof inelastic buckling for compressive members
โ Scribed by Kim, Sung-Bae; Kim, Sang-Seup; Shim, Hyun-Ju
- Book ID
- 125384410
- Publisher
- Korean Society of Steel Construction
- Year
- 2014
- Tongue
- English
- Weight
- 577 KB
- Volume
- 14
- Category
- Article
- ISSN
- 1598-2351
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
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
Series composed of recently proposed, orthogonal polynomial functions are used in the Rayleigh-Ritz method to generate results for a number of flexural vibration and buckling problems for rectangular isotropic and orthotropic plates. It is demonstrated that the approach yields excellent results not