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Modern software features for shape optimization of shells
Ermakova E.V., Rynkovskaya M.I.
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.
Mathematical modeling of bending stress waves in an aboveground oil pipeline under unsteady seismic action
Musayev V.K.
Structural analysis of high-rise building using ETABS and RSA software
Pechorskaya S.A., Galishnikova V.V., Gebreslassie S.B., Damir H.Y.
Study of modern software capabilities for complex shell analysis
Rynkovskaya M.I., Elberdov T., Sert E., Öchsner A.
STRESS STATE OF A CANTILEVER CABLE HOLDER OF THE TYPE CCH-3; 4; 6
FROLOV А.А., MOROZOV Y.А., VERKHOV E.Y.
MODELLING OF THE T-SECTION RODS IN THE ANALYSIS OF BUILDING STRUCTURES BY FINITE ELEMENT METHOD
AGAPOV V.P.
Mathematical modeling of stress waves under concentrated vertical action in the form of a triangular pulse: Lamb’s problem
Musayev V.K.
Development of the design module of the software and hardware complex to ensure the safety of mutually influencing HPS
Rubin O.D., Antonov A.S., Bellendir E.N., Kobochkina E.M., Kotlov O.N.
The analysis of reinforced concrete slabs strengthened by composite fabrics by the finite element method
Agapov V.P., Nikolaev V.B., Golovanov R.O.
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