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2012, № 4 (140)



Katyushin V.V. DESIGN OF BASE UNITS OF COLUMNS ON THE CRITERION OF THE SIMULTANEOUS LIMIT STATES OF THE BASE PLATE AND CONCRETE FOUNDATIONRewieved a model of joint action of the base plate, that is deformed by a load along the cylindrical surface, and the concrete foundation, which is impacted by the first as a cylindrical punch. Also suggested a method of design of the columns base units and pillars on the criterion of simultaneous limit states of the deformed base plate and concrete foundation under the load of a cylindrical punch.Key words: base plate, concrete foundation, limit state.

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References:

1. Korenev B.G., Chernigovskaya E.I. Design of plates on elastic foundation. Reference Manual — M. Gostroyizdat, 1962. — 252 p.

2. Palatnikov E.A. A rectangular plate on elastic foundation — Moscow: Stroiizdat, 1964. — 234 p.

3. Gorbunov-Posadov M.I. et al. The design of structures on elastic foundation — M.: Stroiizdat, 1984. — 688 p.

4. Oryol D. O. The improvement of bases of centrally compressed metallic columns, that take into account their interaction with the foundation: Abstract. thesis.... Candidate. Technical. Science — Novosibirsk: NISI them. Kuibyshev, 1992. — 20 p.

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6. Weinberg D.V. Handbook of strength, stability and vibrations of plates — Kiev Budivelnik, 1973. — 488 p.


About this article

Author: Katyushin V.V.

Year: 2012


Editor-in-chief
Sergey Aleksandrovich
MIROSHNIKOV

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