On bending and stability of beams and plates laying on a continuous nonlocally elastic foundation-Reference-Cited by-同舟云学术

On bending and stability of beams and plates laying on a continuous nonlocally elastic foundation

Published:2016-05 Issue:3 Volume:45 Page:199-205
ISSN:1052-6188
Container-title:Journal of Machinery Manufacture and Reliability
language:en
Short-container-title:J. Mach. Manuf. Reliab.

Author:

Potapov V. D.

Publisher

Allerton Press

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Safety, Risk, Reliability and Quality

Link

http://link.springer.com/content/pdf/10.3103/S1052618816030122.pdf

Reference15 articles.

1. Winkler, E., Die Lehre von der Elastizitat und Festigkeit, Prague, 1867.

2. Filonenko-Borodich, M.M., Spatial model of elastic base able to distribute a load, in Sb. trudov MEMIIT (Transactions of Scientific Papers of Moscow Electromechanical Institute of Railroad Engineers), Moscow, 1945, issue 53.

3. Pasternak, P.L., Osnovy novogo metoda rascheta fundamentov na uprugom osnovanii pri pomoshchi dvukh koeffitsientov posteli (Principles of a new method for the calculations of bases on an elastic foundation with help of two coefficients soil), Moscow: Stroiizdat, 1954.

4. Kerrs, A.D., A study of a new foundation model, Acta Mech., 1965, vol. 1, pp. 135–147.

5. Zhemochkin, B.N. and Sinitsyn, A.P., Prakticheskie metody rascheta fundamentnykh balok i plit na uprugom osnovanii (Practical Methods for Calculating Foundation Bars and Plates on the Elastic Base), Moscow: Stroiizdat, 1962.

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