The paper has established a linearlyviscoelastic ground model in elastic half-space, and has derived the formulae of ground flexibility matrix and stiffness matrix.
建立了线性粘弹性半空间地基模型，并给出了地基柔度矩阵和刚度矩阵的计算公式。
2
By applying formal asymptotic analysis and Laplace transformation, we obtain two-dimensional model system of linearlyviscoelastic "flexural" shell from three-dimensional equations.