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Title
Authors
Is It Possible to Determine the Whole Crack Path at Once?
Morozov E.M., Kurbanmagomedov A.K.
Models of nonlinear deformation of concrete in a triaxial stress state and their implementation in the PRINS computational complex
Agapov V.P., Markovich A.S., Aidemirov K.R.
Scientific and creative heritage of Georgy Aleksandrovich Geniev
Pyatikrestovsky K.P., Fedorova N.V., Kolchunov V.I.
Fundamentals of technology theory of production, calculation physical and mechanical properties and indicators chemical and biological properties of frame building composites
Erofeev V.T.
Investigation of the accuracy and convergence of the results of thin shells analysis using the PRINS program
Agapov V.P., Markovich A.S.
Numerical Stress Analysis of Orthogonally Intersecting Cylindrical Shells Interacting with Soil Considering Stages of Construction
Kosytsyn S.B., Akulich V.Y.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
CALCULATION OF REINFORCED CONCRETE BEAM RELIABILITY ON THE CRACK LENGTH CRITERION
Utkin V.S., Solovyev S.A.
FRAGMENTS FROM HISTORY OF DEVELOPMENT OF SCIENCE
YAKUPOV N.M.
DYNAMIC CALCULATION CORRECT N-COAL, TRIANGULAR AND RHOMBIC PLATES WITH HINGE A SUPPORT ON A CONTOUR WITH USE OF THE RELATIONS OF CONFORMAL RADIUSES AS GEOMETRICAL ARGUMENT
Сhernyaev А.A.
Dynamic method for determining critical loads in the PRINS computer program
Agapov V.P., Markovich A.S.
ON THE PROBLEM OF TWIRLED MOVEMENT OF VISCOUS LIQUID IN A PIPE
Ponomarev N.K.
Application of plate mechanics to evaluate the effectiveness of reinforcing shot blasting
Kolmogorov G.L., Vysotin A.S.
KOMP'YuTERNOE TESTIROVANIE V PREPODAVANII MEKhANIKI
Gritsenko D.V., Kopnov V.A.
TRANSFORMATION ELEMENT BETWEEN THE DEPENDENCE OF THE FRAC- TURE MECHANICS AND THE EQUATIONS OF THE REINFORCED CONCRETE THEORY IN THE CONDITIONS OF A COMPLEX RESISTANCE
DEM'YANOV A.I., YAKOVENKO I.A., KOLCHUNOV V.I.
ZhURNALU «STROITEL'NAYa MEKhANIKA INZhENERNYKh KONSTRUKTsIY I SOORUZhENIY» 10 LET
Grishin D.K.
NUMERICAL SIMULATION OF TRANSIENT STRESS WAVES IN ELASTIC HALF PLANE WITH A RECTANGULAR CAVITY WHILE CENTERING THE VERTICAL EXPLOSIVE IMPACT
MUSAYEV V.K.
THE STRENGTH OF ROCK STRUCTURES IN UNDERGROUND MINING
GOLIK V.I., RAZORENOV Y.I., LYASHENKO V.I.
1 - 18 of 18 Items

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