| Issue |
Title |
File |
| Vol 16, No 1 (2020) |
Study of modern software capabilities for complex shell analysis |
(Eng)
|
|
Rynkovskaya M.I., Elberdov T., Sert E., Öchsner A.
|
| Vol 16, No 1 (2020) |
Numerical analysis of stability of the stiffened plates subjected aliquant critical loads |
(Rus)
|
|
Manuylov G.A., Kositsyn S.B., Grudtsyna I.E.
|
| Vol 16, No 2 (2020) |
Comparative analysis of finite element formulations at plane loading of an elastic body |
(Rus)
|
|
Gureeva N.A., Nikolaev A.P., Yushkin V.N.
|
| Vol 16, No 4 (2020) |
Choice of mathematic models of soils in static and seismic analyses of embankment dams |
(Rus)
|
|
Lyapichev Y.P.
|
| Vol 16, No 5 (2020) |
Stress-strain state of shell of revolution analysis by using various formulations of three-dimensional finite elements |
(Mlt)
|
|
Gureeva N.A., Klochkov Y.V., Nikolaev A.P., Yushkin V.N.
|
| Vol 16, No 5 (2020) |
Dynamic method for determining critical loads in the PRINS computer program |
(Rus)
|
|
Agapov V.P., Markovich A.S.
|
| Vol 15, No 4 (2019) |
Solution of the axisymmetric problem of thermoelasticity of a radially inhomogeneous cylindrical shell by numerical-analytical method and the finite element method |
(Rus)
|
|
Polyakova L.S., Andreev V.I.
|
| Vol 15, No 5 (2019) |
Comparative analysis of the results of determining the parameters of the stress-strain state of equal slope shell |
(Rus)
|
|
Ivanov V.N., Alyoshina O.O.
|
| Vol 15, No 6 (2019) |
Reliability and applicability of modern numerical analyses of dams |
(Eng)
|
|
Lyapichev Y.P., Mazza G., Mateu E., Zenz G., Carrère A.J.
|
| Vol 15, No 1 (2019) |
Simulation of an incomplete algebraic problem of eigenvalues and vectors by the method of frequency-dynamic condensation based on FEM in the form of the classical mixed method |
(Rus)
|
|
Ignatyev A.V., Chumakov A.V., Gilka V.V.
|
| Vol 15, No 2 (2019) |
Numerical analysis of the stress-strain state of thin shells based on a joint triangular finite element |
(Rus)
|
|
Klochkov Y.V., Nikolaev A.P., Vakhnina O.V.
|
| Vol 15, No 2 (2019) |
Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads |
(Rus)
|
|
Medvedskiy A.L., Martirosov M.I., Khomchenko A.V.
|
| Vol 15, No 4 (2019) |
Variants of determining correlations of deformation theory of plasticity in the calculation of shell of rotation on the basis of finite element method |
(Rus)
|
|
Klochkov Y.V., Nikolaev A.P., Vakhnina O.V., Klochkov M.Y.
|
| Vol 14, No 2 (2018) |
The analysis of reinforced concrete slabs strengthened by composite fabrics by the finite element method |
(Rus)
|
|
Agapov V.P., Nikolaev V.B., Golovanov R.O.
|
| Vol 14, No 3 (2018) |
PROBLEM OF NUMERICAL ANALYSIS OF DEFORMATION OF BINDED REINFORCED CONCRETE ELEMENTS |
(Rus)
|
|
Markovich A.S., Abu Makhadi M.I., Miloserdova D.A., Akifeva K.S., Asad M.A.
|
| Vol 14, No 6 (2018) |
Effect of stress concentration in a beam of rectangular cross section in the region of attachment of the longitudinal efforts |
(Rus)
|
|
Yakupov S.N., Kiyamov H.G., Yakupov N.M., Khasanova L.I., Bikmukhammetov I.I.
|
| Vol 14, No 6 (2018) |
Comparative analysis of efficiency of use of finite elements of different dimensionality in the analysis of the stress-strain state of thin shells |
(Rus)
|
|
Klochkov Y.V., Nikolaev A.P., Sobolevskaya T.A., Klochkov M.Y.
|
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