Dynamic response of elastic layer on stiff foundation under time harmonic surface vertical concentrated load
- 20 Downloads
In this paper, the line-load integral equation method proposed in reference  is first used for solving the elastodynamic problems. A set of one-dimensional regular integral equation is derived for calculating the dynamic response of elastic layer on stiff foundation under time harmonic surface vertical concentrated load. And the numerical solution of the integral equation is obtained.
KeywordsIntegral Equation Dynamic Response Elastic Layer Integral Kernel Integral Equation Method
Unable to display preview. Download preview PDF.
- Yun Tian-quan, Pile analysis by simple integral equation method,Applied Mathematics and Mechanics,2, 3 (1981).Google Scholar
- Yun Tian-quan, An integral equation method for problem of load acting perpendicularly on the surface of a half space with rigid horizontal level,Acta Mechanica Solida Sinica, 3 (1983). (in Chinese)Google Scholar
- Miklowits, J.,The Theory Elastic Waves and Waveguides, North-Holland, New York (1978).Google Scholar