Dynamic Response of Elastic Layer on Stiff Foundation under Time Harmonic Surface Vertical Concentrated Load

Zheng Jian-long

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Zheng Jian-long. Dynamic Response of Elastic Layer on Stiff Foundation under Time Harmonic Surface Vertical Concentrated Load[J]. Applied Mathematics and Mechanics, 1987, 8(10): 867-875.

Citation:

Zheng Jian-long. Dynamic Response of Elastic Layer on Stiff Foundation under Time Harmonic Surface Vertical Concentrated Load[J]. Applied Mathematics and Mechanics, 1987, 8(10): 867-875.

Citation:

Zheng Jian-long. Dynamic Response of Elastic Layer on Stiff Foundation under Time Harmonic Surface Vertical Concentrated Load[J]. Applied Mathematics and Mechanics, 1987, 8(10): 867-875.

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Dynamic Response of Elastic Layer on Stiff Foundation under Time Harmonic Surface Vertical Concentrated Load

Zheng Jian-long

Changsha Communications Institute, Changsha

Received Date: 1986-10-26
Publish Date: 1987-10-15

Abstract

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.

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References(3)

References

[1]	云天铨,简便积分方程法分析桩,应用数学和力学,2, 3 (1981), 307-320.
[2]	云天铨,水平刚性岩基上的弹性层表面受垂直集中力问题的积分方程解法,固体力学学报,3(1983).
[3]	Miklowits, J,,The Theory of Elastic Waves and Waveguides, North-Holland, New York(1978).