Solution of the problem of a concentrated force applied at the boundary of a half plane, with displacements vanishing at infinity-Reference-Cited by-同舟云学术

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Solution of the problem of a concentrated force applied at the boundary of a half plane, with displacements vanishing at infinity

Published:1972-03 Issue:2 Volume:9 Page:74-80
ISSN:0038-0741
Container-title:Soil Mechanics and Foundation Engineering
language:en
Short-container-title:Soil Mech Found Eng

Author:

Gorbunov-Posadov M. I.

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Soil Science,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Water Science and Technology

Link

http://link.springer.com/content/pdf/10.1007/BF01702890.pdf

Reference11 articles.

1. S. Timoshenko, Theory of Elasticity, McGraw-Hill Book Company, New York (1934).

2. M. M. Frocht, Photoelasticity, Wiley (1941).

3. B. A. Berg, "Generalization of formulas developed by Flamant and Boussinesq," Inzhenernyi Sbornik, AN SSSR,TV, No. 1 (1947).

4. M. I. Gorbunov-Posadov, "Main aspects of the analysis of structures on elastic foundation beds," Transactions of Conference on the Theory of Beams and Plates on Compressible Foundation Beds [in Russian], Vol. 14, V. V. Kuibyshev Moscow Civil Engineering Institute (1956).

5. M. I. Gorbunov-Posadov, "Development of the analysis of structures on elastic foundation beds," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 1 (1963).

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