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Applied Mathematics and Mechanics

, Volume 8, Issue 10, pp 919–927 | Cite as

Dynamic response of elastic layer on stiff foundation under time harmonic surface vertical concentrated load

  • Zheng Jian-long
Article
  • 20 Downloads

Abstract

In this paper, the line-load integral equation method proposed in reference [1] 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.

Keywords

Integral Equation Dynamic Response Elastic Layer Integral Kernel Integral Equation Method 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. [1]
    Yun Tian-quan, Pile analysis by simple integral equation method,Applied Mathematics and Mechanics,2, 3 (1981).Google Scholar
  2. [2]
    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
  3. [3]
    Miklowits, J.,The Theory Elastic Waves and Waveguides, North-Holland, New York (1978).Google Scholar

Copyright information

© Shanghai University of Technology (SUT) 1987

Authors and Affiliations

  • Zheng Jian-long
    • 1
  1. 1.Changsha Communications InstituteChangsha

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