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Numerical Procedure for Calculating the Flexibility Matrix of a Non-Homogeneous Elastic Half-Space Subjected to Uniform Surface Tractions. Part 2. Rectangular Shaped Foundations
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.
Numerical Procedure for Calculating the Flexibility Matrix of a Non-Homogeneous Elastic Half-Space Subjected to Uniform Surface Tractions. Part 2. Rectangular Shaped Foundations
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.
Numerical Procedure for Calculating the Flexibility Matrix of a Non-Homogeneous Elastic Half-Space Subjected to Uniform Surface Tractions. Part 2. Rectangular Shaped Foundations
R. F. Stark (author) / J. R. Booker (author)
1994
66 pages
Report
No indication
English
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