Status | 已發表Published |
Modified equations for flexural-torsional buckling of structures | |
Er, G. K.; Lam, C. C.; Lam, C. K. | |
1997 | |
Source Publication | Proceeding of The The Second International Symposium on Structures and Foundations in Civil Engineering |
Pages | 53-58 |
Abstract | The problems existing in the conventional theory of flexural-torsional buckling of structures are discussed that is found making the buckling procedure restricted to certain development order of rotations. An idea is, therefore, proposed for the mathematical description of actural flexural-torsional buckling procedure of structures. New geometric equations are formulated and a set of new potential variation equations and buckling equilibrium equations are got for the flexural-torsional buckling analysis of structures. Example is shown to test the difference between the modified equation and the conventional one. |
Keyword | Flexiural-torsional buckling geometric equations governing equations |
Language | 英語English |
The Source to Article | PB_Publication |
PUB ID | 46455 |
Document Type | Conference paper |
Collection | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING |
Corresponding Author | Er, G. K. |
Recommended Citation GB/T 7714 | Er, G. K.,Lam, C. C.,Lam, C. K.. Modified equations for flexural-torsional buckling of structures[C], 1997, 53-58. |
APA | Er, G. K.., Lam, C. C.., & Lam, C. K. (1997). Modified equations for flexural-torsional buckling of structures. Proceeding of The The Second International Symposium on Structures and Foundations in Civil Engineering, 53-58. |
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