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Vol 64 Iss. 1
Pages:
89-95
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RUS
Article

Calculation of metal four-jointed arched compliant support

Authors:
V. V. Smirnyakov
Date submitted:
1973-07-02
Date accepted:
1973-09-08
Date published:
1974-01-01

Abstract

A four-hinged brace is a statically defined geometrically variable system with one degree of freedom. In ground structures, geometrically variable systems are almost never used due to their instability. Therefore, the construction mechanics does not provide a specific methodology for their calculation.

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References

  1. Geleskul M.N., Kiselev E.S. Design and calculation of reinforced concrete frame supports. Gosgortekhizdat, 1961.
  2. Davydov S.S. Calculation and Design of Underground Structures. Stroyizdat, 1950.
  3. Instruction on the use of metal arch pliable fasteners of constant resistance in preparatory excavations of coal mines. PH A.A. Skochinsky IHD, 1971.
  4. Nasonov L.N. Mechanics of Rocks and Fastening of Mine Workings. Nedra, 1969.
  5. Smirnyakov V.V., Mirzaev G.G. Metal fasteners with new knots of pliability. Mining Journal. 1963, No. 9.
  6. Smirnyakov V.V., Mirzaev G.G., Bokiy V.B. Experience of application of arch bracing from special profile with new pliability nodes. In the collection: Modern Issues of Mine Construction, PH LMI, 1971.

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