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2012, № 9 (145)



Gorelov S.N., Zhadanov V.I., Arkaev M.A. RESULTS OF NUMERICAL RESEARCHES OF THE GUY PESHEKHODNY BRIDGE THROUGH THE RIVER URALSResults of numerical researches intense the deformed condition of the guy foot bridge through the Ural River by means of the program APM WinMachine complex are given. Features of the VAT of the basic bearing elements are investigated. The technique of carrying out numerical researches of similar guy designs is given. Possibility of change of settlement loads of a bridge construction is considered.Key words: the guy bridge, numerical researches, intense the deformed condition, settlement effort, a design procedure.

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References:

1. Zamry, A.A. Design and calculation by a method of final elements in the environment of APM Structure 3D. — Moscow: APM publishing house, 2010. — 376 p.

2. Kachurin V.K., Bragin A.V., Erunov B.G. Designing suspension and guy bridges. — Moscow: Transport, 1971. — 280 p.

3. Construction Norms and Regulations 2.05-03-84*. Bridges and pipes. — Moscow: Standards Publishing House, 1996. — 214 p.


About this article

Authors: Gorelov S.N., Zhadanov V.I., Arkaev M.A.

Year: 2012


Editor-in-chief
Sergey Aleksandrovich
MIROSHNIKOV

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