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Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter
Popov A.N., Lovtsov A.D.
The economic feasibility of taking into account the joint work of load-bearing and enclosing elements in large-span wooden spatial structures
Pyatikrestovsky K.P., Sokolov B.S.
Numerical analysis of mechanical safety parameters of Congress Hall building in Chelyabinsk
Belostotsky A.M., Akimov P.A., Dmitriev D.S., Pavlov A.S., Dyadchenko Y.N., Nagibovich A.I.
Numerical simulation of the front of an air shock wave in a ground and air explosion in the software package LS-DYNA
Mkrtychev O.V., Savenkov A.Y.
NUMERICAL SIMULATION OF TRANSIENT STRESS WAVES IN ELASTIC HALF PLANE WITH A RECTANGULAR CAVITY WHILE CENTERING THE VERTICAL EXPLOSIVE IMPACT
MUSAYEV V.K.
AN ACCOUNT OF REINFORCEMENTS IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
Kushnarenko I.V.
FEATURES OF THE USE OF FINITE ELEMENTS WITH POSSIBLE REFLECTION OF SURFACE GRAVITY WAVES IN THE PROCESS OF DYNAMIC CALCULATING COUPLED SYSTEMS «HYDRAULIC STRUCTURES-FLUID»
DMITRIEV D.S.
STRESS-STRAIN STATE OF ANISOTROPIC PLATE WEAKENED WITH HOLE
Nizomov J.N., Hojiboev A.A., Hojiboev O.A.
THE DETERMINATION OF UNFAVORABLE TRAJECTORY OF TORNADO MOVEMENT BY ANALOGY WITH ANALYSIS OF TRUSS
Zylev V.B., Grigoriyev N.A.
NUMERICAL MODELING OF DEFORMATIONS OF THE INHOMOGENEOUS VISCOELASTOPLASTIC SOIL FOUNDATION
Kurachka K.C.
Stability of non-linear stochastic systems
POTAPOV V.D., Dibrov V.A.
ACCURACY OF THE NUMERICAL METHOD RESULTS IN THE DISPLACEMENT IN THE ELASTIC REFLECTION OF STRESS WAVES IN THE FORM OF A TRIANGULAR PULSE FROM THE FREE SURFACE OF THE PLATE
Musayev V.K., Dikova E.V., Kormilitsin A.I., Samoylov S.N., Starodubtsev V.V.
AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
Kushnarenko I.V.
Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads
Medvedskiy A.L., Martirosov M.I., Khomchenko A.V.
THE PRACTICAL REALIZATION OF A MATHEMATICAL (COMPUTERIZED) MODEL OF A CONCRETE RIBBED SLAB
Markovich A.S.
FEATURES OF REINFORCEMENT OF CONCRETE-ENCASED STEEL PENSTOCKS
Rubin O.D., Lisichkin S.E., Lisichkin A.S.
1 - 16 of 16 Items

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