On account of the traditional method in hybrid stability analysis being too rough, a new method of taking dual or single mode was put forward for 4 typical levers in the hybrid stability analysis respectively and transited to the dynamic analysis smoothly. After verifying the superiority of the method through examples, the broad application prospect would be given in the end.
References
[1]
Timoshenko, S.P. and Gere, J.M. (1961) Theory of Elastic Stability. 2nd Edition, McGraw-Hill Book Company, Inc., Toronto.
[2]
Song, R. and Wu, S.X. (2015) An Expansion of Boundary Theory and the Application of Joint Condition. Open Journal of Applied Sciences. http://www.scirp.org/journal/ojapps
[3]
Yang, W.Y. (1985) Practical Manual of Civil Engineering. Chinese Communications Press, Beijing. (In Chinese)
[4]
Chopra, A.K. (2005) Dynamics of Structures—Theory and Applications to Earthquake Engineering (Computing Essentials of Second Edition). Tsinghua University Press, Beijing.
[5]
Chen, J. (2010) Stability of Steel Structures—Theory and Design. China Electric Power Press, Beijing.
