This article deals with the stiffness matrix and the equivalent load vector of a 3D-curved beam element with a variable cross-section under generalized loads. The linear ordinary differential system equation governing its structural behaviour is presented, and the boundary value problem is solved by
Beam-columns of varying cross section under lateral harmonic loads
β Scribed by Kounadis, A. N.
- Book ID
- 104794526
- Publisher
- Springer-Verlag
- Year
- 1975
- Weight
- 443 KB
- Volume
- 44
- Category
- Article
- ISSN
- 1432-0681
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π SIMILAR VOLUMES
While reviewing some basic relationships and subtleties of Euler column theory, the author was led to consider a general and novel method of analysis applicable to beam columns. He is indebted to M. Yachter for early suggestions on the method, which is presented here. The method applies to long, con
The present work deals with linearized modal analysis of the combined flexural-torsional vibration of simply supported steel beams with open monosymmetric cross-sections, acted upon by a load of constant magnitude, traversing its span eccentrically with constant velocity. After thoroughly investigat