Author:
Richard Liew J.Y.,Shanmugam N.E.,Lee S.L.
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference32 articles.
1. The ultimate strength of locally buckled columns of arbitrary length — Their design and use in buildings;Graves-Smith,1967
2. The interaction of local buckling and column failure of thin-walled compression members;Van der Neut,1968
3. Usami, T., Tsutiya, N., Otani, Y. & Fukumoto, Y., Elastic-plastic finite displacement analysis of plate-assembled segment. Struct. Eng./Earthquake Eng., JSCE, No. 362/I-4, 1985-10, 293–302.
4. Usami, T., Tsutiya, N. & Fukumoto, Y., Theoretical study on the interaction buckling behaviour of steel compression members. Struct. Eng./Earthquake Eng., JSCE, No. 362/I-4, 1985-10, 303-12.
5. Nonlinear analysis of thin-sections in compression;Hancock;Journal of the Structural Division, ASCE,1981
Cited by
12 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献