Status已發表Published
Modified equations for flexural-torsional buckling of structures
Er, G. K.; Lam, C. C.; Lam, C. K.
1997
Source PublicationProceeding of The The Second International Symposium on Structures and Foundations in Civil Engineering
Pages53-58
AbstractThe 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.
KeywordFlexiural-torsional buckling geometric equations governing equations
Language英語English
The Source to ArticlePB_Publication
PUB ID46455
Document TypeConference paper
CollectionDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding AuthorEr, 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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