Stability of built-up beams and columns with thin-walled members
β Scribed by Jacques Rondal; Majid Niazi
- Publisher
- Elsevier Science
- Year
- 1990
- Tongue
- English
- Weight
- 275 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0143-974X
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
A so-called exact static stiffness matrix for a uniform beam element with open thin-walled cross-section carrying an axial compressive load is derived. This stiffness matrix is useful in an accurate calculation of bifurcation loads and corresponding buckling modes of space frames built up of such be
The design of thin-walled beam-columns must take into account the overall instability and the instability of component plates in the form of local buckling. This investigation is concerned with interactive buckling of thinwalled beam-columns with central intermediate stieners or/and variable thickne
In this paper, a theoretical model is developed for the dynamic analysis of composite thin-walled beams with open or closed cross-sections. The present model incorporates, in a full form, the shear flexibility (bending and warping shear) as well as a state of initial stresses. This allows to study t