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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.
DETERMINATION OF RESIDUAL STRESSES BY ETCHING CANTILEVERED SAMPLE
Belousov Y.V.
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.
EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
Safronov V.S., Zazvonov V.V.
ON THE CHOICE OF THE LATTICE GIRDER
KIRSANOV M.N.
THE ANALYSIS OF NICE CALCULATIONS FOR DISPLACEMENTS OF REGULAR JOINT-AND-ROD STRUCTURES
Tinkov D.V.
CALCULATION OF RESIDUAL STRESSES BY ETCHING CANTILEVERED SAMPLE
Belousov Y.V.
Justification of the development and application of express assessment programs for road bridges when heavy vehicles pass through them
Lugovtsev E.A.
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 the deflection of an arched truss with suspended elements depending on the number of panels
Kirsanov M.N.
BOUNDARY VALUE PROBLEM FOR BRANCHING TYPE FLEXIBLE COMPOUND STRUCTURES
Elenitskiy E.Y.
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.
ANALYTICAL CALCULATION OF THE SPATIAL ROD SYSTEM
Kirsanov M.N.
1 - 16 of 16 Items

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