As steel columns under unexpected accidental loading exhibit a tendency of plastic deformation in large buckling, the issue has been much discussed along with the evaluation of plastic deformation capacity and restoring force of column members in the large deformation range following post-buckling.
β¦ LIBER β¦
On the stability and strength of steel columns affected by distortional buckling
β Scribed by E Batista; D Camotim; L.C Prola; E Vazquez
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 161 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0143-974X
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Evaluation on the Post-buckling Residual
β
Hwon-mo Park; Jae-hyouk Choi
π
Article
π
2011
π
Elsevier
π
English
β 641 KB
Experimental study on the strength and d
β
Qingxiang Wang; Dazhou Zhao; Ping Guan
π
Article
π
2004
π
Elsevier Science
π
English
β 246 KB
The steel tubular column filled with steel-reinforced concrete is formed by inserting a steel section into a concrete-filled steel tube. The objective of this study is to investigate the strength and ductility of composite columns subjected to axial compressive loads. For this purpose, an experiment
βThe influence of end restraints on the
β
D.A. Nethercot
π
Article
π
1986
π
Elsevier Science
π
English
β 158 KB
Effects of semi-rigid connections on ste
β
S.W. Jones; P.A. Kirby; D.A. Nethercot
π
Article
π
1982
π
Elsevier Science
π
English
β 205 KB
Role of grain size on the strength and d
β
Hai Qiu; Reisuke Ito; Kazuo Hiraoka
π
Article
π
2006
π
Elsevier Science
π
English
β 441 KB
Prediction of temperature and prestraini
β
Guangchun Xiao; Hongyang Jing; Lianyong Xu; Lei Zhao; Jinchuan Ji
π
Article
π
2011
π
Elsevier Science
π
English
β 517 KB