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on the calculation of composite beams on two-parameter elastic foundations

V V Filatov

This article describes application of the composite bar and plate theory developed by A.R. Rzhanitsyn for calculating composite beams on two-parameter elastic foundations. Difference form of SUPROX method is used to generate some numerical algorithm. The calculation of composite beam on elastic foundations illustrates a simple and fast-convergence solution

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on the calculation of composite beams on two-parameter elastic foundations

V V Filatov

This article describes application of the composite bar and plate theory developed by A.R. Rzhanitsyn for calculating composite beams on two-parameter elastic foundations. Difference form of SUPROX method is used to generate some numerical algorithm. The calculation of composite beam on elastic foundations illustrates a simple and fast-convergence solution

on the calculation of composite beams on two-parameter elastic foundations

V V Filatov

This article describes application of the composite bar and plate theory developed by A.R. Rzhanitsyn for calculating composite beams on two-parameter elastic foundations. Difference form of SUPROX method is used to generate some numerical algorithm. The calculation of composite beam on elastic foundations illustrates a simple and fast-convergence solution

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Document information

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Title:

on the calculation of composite beams on two-parameter elastic foundations

Contributors:

V V Filatov (author)

Published in:

Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 3, Pp 38-40 (2010)

Publication date:

2010

ISSN:

1815-5235 , 2587-8700

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

Unknown

Keywords:

упругое основание , стержень , пластинка , метод последовательных аппроксимаций , Architectural engineering. Structural engineering of buildings , TH845-895

Metadata by DOAJ is licensed under CC BY-SA 1.0

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