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Experimental and analytical models of longitudinal deformation in pipe-concrete specimens with small cross-sections
Khazov P.A., Erofeev V.I., Nikitina E.A., Pomazov A.P.
Dynamic Stability of a Cylindrical Shell Made of a Material of Different Modulus Plased on a Viscous-elastic Foundation
Rzayev N.S.
Forced oscillations of a multimodular beam on a viscous elastic base
Rzayev N.S.
OSCILLATION OF A HOMOGENEOUS DIFFERENT MODULUS BAR LYING ON TWO CONSTANT FOUNDATION
Rzayev N.S.
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
Rubin O.D., Shestopalov P.V.
THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS
Krishan A.L., Zaikin A.I., Melnichuk A.S.
BEARING RESISTANCE OF ECCENTRICALLY COMPRESSED REINFORCED RODS WITH THE USE OF COMPLETE DIAGRAM OF REINFORCED MATERIAL DEFORMATION AS EXEMPLIFIES BY REINFORCED CONCRETE ROD
Hajiyev M.о., ALAEVA S.M., Alaeva S.M.
Numerical studies of strength of concrete cylinders for compression
Mkrtychev O.V., Andreev M.I.
CALCULATIONCONTACT PRESSUREON THE WORKING SURFACE OF THE TEETH OF SPURGEARING
Belousov Y.V.
Development of a method for calculating the stress state in horizontal sections of hydraulic engineering angular-type retaining walls
Rubin O.D., Lisichkin S.E., Pashenko F.A.
The dynamic stability of physically nonlinear plate systems under biaxial compression
Ivanov S.P., Ivanov O.G., Ivanova A.S.
PRIMENENIE METODA BUBNOVA - GALERKINA DLYa OTsENKI USTOYChIVOSTI ANIZOTROPNYKh PLASTIN
KOLMOGOROV G.L., MELNIKOVA T.E., AZINA E.O.
1 - 12 of 12 Items

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