Response of a circular foundation on a uniform half-space to elastic waves
β Scribed by J. E. Luco; A. Mita
- Publisher
- John Wiley and Sons
- Year
- 1987
- Tongue
- English
- Weight
- 820 KB
- Volume
- 15
- Category
- Article
- ISSN
- 0098-8847
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π SIMILAR VOLUMES
The present paper examines the elastostatic problem pertaining to the axisymmetric loading of a rigid circular foundation resting on the surface of a non-homogeneous elastic half-space. The non-homogeneity corresponds to a depth variation in the linear elastic shear modulus according to the exponent
Circular plates on elastic foundations are used in footings and raft foundations of various structures. In addition, tubesheets used in various shell-and-tube type heat exchangers, can be modelled as circular plates on elastic foundations. The static response of a circular plate on an elastic found
This study deals with the static and dynamic responses of a thin circular plate on an elastic foundation of Winkler type that reacts in compression only. The plate is assumed to be subjected to time dependent external moment and vertical load at its center. The non-dimensionless governing equations
## Abstract The propagation of plane shear wave at a corrugation interface between elastic solid and viscoelastic liquid halfβspaces has been investigated. Adopting Rayleigh's method of approximation, the reflection and refraction coefficients corresponding to reflected and refracted SHβwaves have