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DYNAMIC RESPONSE OF ELASTIC LAYER ON STIFF FOUNDATION UNDER TIME HARMONIC SURFACE VERTICAL CONCENTRATED LOAD
作者姓名:郑健龙
作者单位:Changsha Communications
摘    要:In lhis paper,the line-load integral equation method proposed in reference1] is firstused for solving the elastodynamic problems.A set of one-dimensional regular integralequation is derived for calculating the dynamic response of elastic layer on stiff foundationunder time harmonic surface vertical concentraled load And the numerical solution of theintegral equation is obtained.

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