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Theoretical basis for the development of a program for the evaluation of road bridge heavy vehicles capacity
Lugovtsev E.A., Utaliev K.N., Chutkov K.A.
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.
CALCULATION OF THE STRESSES ON THE WORKING SURFACE OF THE TEETHES OF OBLIQUE ANGLE SPUR GEARS
Belousov Y.V.
STRIP TENSION UNDER CONDITIONS OF ONE - AND TWO-ZONAL ROLLING
Kokhan L.S., Morozov Y.B., Slavgorodskaya Y.B.
EXPLORATIONS OF THE TENSION MECHANISM AT COLD ROLLING OF STRIPS
Kohan L.S., Belelyubsky B.F.
Joint operation of the cellular structure as a system “frame - filling ground - base”
Zimnyukov V.A., Zborovskaya M.I.
TENSION CHOICE AT THIN-SHEET COLD ROLLING OF COMPOSITE MATERIALS
Kohun L.S., Morozov Y.А., Khlamkova А.V., Khlamkova S.S., Slavgorodskaya Y.B.
Sustainability of walls of individual residential houses with a wooden frame
Razzakov S.J., Juraev B.G., Juraev E.S.
ANALYSIS RESEARCHES OF COMPENSATION PARTS OF STEEL-AND-REINFORCED CONCRETE PRESSURE HEAD CONDUITS, ARRANGED WITH APPLICATION OF THE LOW-MODULAR LAYING
Lisichkin A.S.
Physical аnd mechanical properties оf basalt-fibered high-strength concrete
Kharun M., Koroteev D.D., Dkhar P., Zdero S., Elroba S.M.
TENSION TYPE EFFECT ON ROLLING STABILITY
Kohan L.S., Belelyubsky B.F.
OSCILLATION OF A HOMOGENEOUS DIFFERENT MODULUS BAR LYING ON TWO CONSTANT FOUNDATION
Rzayev N.S.
EFFECT OF TENSION ON THE REDUCE POWER CONSUMPTION DURING HOT ROLLING
Kohan L.S., Belelyubsky B.F., Lapteva M.I.
1 - 14 of 14 Items

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