Applied Mathematics and Mechanics (English Edition) ›› 1987, Vol. 8 ›› Issue (10): 919-927.
郑健龙
Zheng Jian-long
摘要: 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.