Dynamical Compliance of Rectangular Foundations on an Elastic Half-Space
- 1 December 1963
- journal article
- Published by ASME International in Journal of Applied Mechanics
- Vol. 30 (4) , 579-584
- https://doi.org/10.1115/1.3636622
Abstract
Equation for the compliance of the ground, considered as an elastic half-space under a rectangular foundation slab, is developed for harmonic forces normal to the ground. Displacement of the center of the slab for several rectangular shapes is evaluated numerically and plotted as a function of the frequency. A closed-form solution for the limiting case of zero frequency is shown to agree exactly with the static problem of Love [7].Keywords
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