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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.
Stability exposure of building structural systems under environmental damage
Savin S.Y., Fedorova N.V.
Influence of constructive solutions on the stiffness characteristics of the rammed monolithic reinforced concrete cone-shaped piles with side and bottom forms from crushed stones
Kuzhakhmetova E.R.
A new direction for calculating the strength of bent reinforced concrete elements along inclined sections with an example of calculating an experimental beam
Starishko I.N.
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.
Areas of rational operation of steel rolling beams secured against curvatures
Golikov A.V., Veremeev D.V.
PARAMETERS OF ROCK STRUCTURES FOR UNDERGROUND ORE MINING
RAZORENOV Y.I., DZERANOV B.V.
METHODOLOGY FOR DURABILITY CALCULATION OF REINFORCED CONCRETE STRUCTURES OF HYDROTECHNICAL ERECTIONS STRENGTHENED BY COMPOSITE MATERIALS
Rubin O.D., Lisichkin S.E., Frolov K.E.
CALCULATION OF STATICALLY INDETERMINABLE STRUCTURES STRENGTHENED BY THE METHOD OF REDISTRIBUTION OF STIFFNESS
Ubaydulloyev M.N.
RESEARCHOF THE DEFORMATION OF THE BRICK-CABLE ARCH IGORK
DMITRIEV I.K.
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