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首页> 美国政府科技报告 >Numerical Procedure for Calculating the Flexibility Matrix of a Non-HomogeneousElastic Half-Space Subjected to Uniform Surface Tractions. Part 2. Rectangular Shaped Foundations
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Numerical Procedure for Calculating the Flexibility Matrix of a Non-HomogeneousElastic Half-Space Subjected to Uniform Surface Tractions. Part 2. Rectangular Shaped Foundations

机译：统一表面牵引下非均匀弹性半空间柔度矩阵的数值计算方法。第2部分。矩形基础

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An alternative approach for calculating the surface displacements of a non-homogeneous half-space acted upon by a vertical and/or horizontal, uniformly distributed loading over a rectangular area, is presented in this part of the paper. The flexibility coefficients are computed by integrating the fundamental solution of the non-homogeneous half-space. However, as will be shown, for this special loading pattern, the displacements can be found without numerical integration making this procedure extremely efficient.

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