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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.
Free vibrations of anisotropic rectangular plate laying on a heterogeneous viscouselastic basis
Haciyev V.C., Mirzoeva G.R., Agayarov M.G.
ANALYTICAL CALCULATION OF THE SPATIAL ROD SYSTEM
Kirsanov M.N.
THE ANALYSIS OF NICE CALCULATIONS FOR DISPLACEMENTS OF REGULAR JOINT-AND-ROD STRUCTURES
Tinkov D.V.
Application of plate mechanics to evaluate the effectiveness of reinforcing shot blasting
Kolmogorov G.L., Vysotin A.S.
DETERMINATION OF RESIDUAL STRESSES BY ETCHING CANTILEVERED SAMPLE
Belousov Y.V.
Analysis of frame buckling without sidesway classification
Galishnikova V.V., Pahl P.J.
GREEN'S FUNCTION FOR RIGIDLY FIXED PLATE
Timofeyev A.A.
Analytical calculation of the deflection of a beam truss with double bracing
Kirsanov M.N.
INVESTIGATION OF THE STRESS-STRAIN STATE OF THE CONSOLE WITH HOLE
Zaytsev S.E., Safronov V.S.
ANALYSIS OF THE DEFLECTION OF THE ARCHED TRUSS
KIRSANOV M.N.
DETERMINATION OF MAXIMAL BENDING OF THREE-CORNERED PLATES ON RESILIENT FOUNDATION WITH THE COMBINED SCOPE TERMS
Korobko V.I., Aktuganov A.A.
Justification of the development and application of express assessment programs for road bridges when heavy vehicles pass through them
Lugovtsev E.A.
ON THE CHOICE OF THE LATTICE GIRDER
KIRSANOV M.N.
NONLINEAR DEFORMATION OF CIRCULAR PLATES, PIVOTALLY SUPPORTED ON THE SUPPORT RING AND LOADED BY A DISTRIBUTED FORCE ALONG THE EDGE
GALIMOV N.K.
Calculation of the deflection of an arched truss with suspended elements depending on the number of panels
Kirsanov M.N.
CALCULATION OF RESIDUAL STRESSES BY ETCHING CANTILEVERED SAMPLE
Belousov Y.V.
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.
Substantiation of the necessity and method of upgrading the software of the measuring complex for assessing the load capacity of girder spans of road bridges
Salamakhin P.M., Lugovtsev E.A.
THE DEFINITION OF THE MAXIMAL DEFLECTION OF RHOMBIC PLATES WITH COMBINED BOUNDARY CONDITIONS WITH USE OF THE RELATION OF CONFORMAL RADIUSES
Коrоbkо A.V., Сhernyaev А.А.
ANALYSIS OF FORCE INFLUENCE OF TRANSPORT VEHICLES ON ROAD CLOTHING
Korochkin А.V.
1 - 21 of 21 Items

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