Natural frequencies and buckling stresses of a deep beam-column on twoparameter elastic foundations are analyzed by taking into account the e!ect of shear deformation, depth change (the transverse displacement w can vary in the depth direction of beam-columns) and rotatory inertia. By using the meth
Vibrations of beam-columns on two-parameter elastic foundations
โ Scribed by A. J. Valsangkar; R. Pradhanang
- Publisher
- John Wiley and Sons
- Year
- 1988
- Tongue
- English
- Weight
- 307 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0098-8847
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๐ SIMILAR VOLUMES
This work presents a method to find the exact vibration frequencies of beams resting on variable one- and two-parameter elastic foundations. The proposed solution is based on a new method that enables one to find the dynamic stiffness matrix for the member including the effects of the variable found
The following comments are motivated by two recent papers concerned with the vibrations and buckling of beams supported on two-parameter elastic foundations. Both papers contain a mistake in the boundary conditions corresponding to a free end in that they use the stiffness matrices for the beam-foun
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