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INFLUENCE OF PHYSICAL NONLINEARITY ON THE CALCULATED INDICATORS OF STABILITY OF RETICULATED ONE-SHEET HYPERBOLOID OF REVOLUTION WITH DIFFERENT FORMS OF GENERATRICES
TRUSHIN S.I., PETRENKO P.I.
PROBLEMS IN GEOMETRICALLY NONLINEAR STABILITY ANALYSIS OF SPACE FRAMES
GALISHNIKOVA V.V.
NONLINEAR STABILITY OF SINUSOIDAL VELAROIDAL SHELL
GIL-OULBE M., MARKOVICH A.S., DAOU T.
EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
Safronov V.S., Zazvonov V.V.
Solution of the axisymmetric problem of thermoelasticity of a radially inhomogeneous cylindrical shell by numerical-analytical method and the finite element method
Polyakova L.S., Andreev V.I.
Rheological equations of concrete state and relaxation of stress
Larionov E.A., Rynkovskaya M.I., Grinko E.A.
THE DECISION OF PHYSICALLY NONLINEAR FLAT PROBLEM OF THE THEORY OF ELASTICITY AND ITS APPLICATION TO CALCULATION OF THE BEAMS CONTACTING WITH BED
Ivanov S.P., AKhMETShIN M.N., Akhmetshin M.N.
EVALUATION OF THE COEFFICIENT OF TRANSVERSE DEFORMATION AT THE AXIAL-SYMMETRIC DEFORMATION OF CONTINUOUS MEDIUM
BAKUSHEV S.V.
Optimization of Section Parameters of Finite Stiffness Cable Under Transverse Impact
Tarasov D.A.
Volumetric element with vector approximation of the desired values for nonlinear calculation of the shell of rotation
Gureeva N.A., Kiseleva R.Z., Kiselev A.P., Nikolaev A.P., Klochkov Y.V.
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
Trushin S.I., Sysoeva E.V., Zhuravleva T.A.
RESOLVING EQUATIONS OF PLANAR DEFORMATION IN CYLINDRICAL COORDINATES FOR PHYSICALLY NONLINEAR CONTINUUM
BAKUSHEV S.V.
Mixed FEM for Shells of Revolution Based on Flow Theory and its Modifications
Kiseleva R.Z., Kirsanova N.A., Nikolaev A.P., Klochkov Y.V., Ryabukha V.V.
Comparison of methods for analysis of structural systems under sudden removal of a member
Savin S.Y., Fedorova N.V.
Long-Term Operation of Reinforced Concrete Frame on Deformable Soil Base Considering Loading and Exposure Conditions
Berlinov M.V.
Calculated assessment of the impact of geometric deviations from the design on the parameters of mechanical safety of building metal structures within the framework of scientific and technical support for construction
Belostotsky A.M., Dmitriev D.S., Petryashev S.O., Nagibovich T.E.
Numerical Modeling of Change of Shape of Flexible Bars
Gaidzhurov P.P., Danik N.B., Klimukh A.V.
THE DYNAMIC STABILITY OF PHYSICALLY NONLINEAR PLATE SYSTEMS
Ivanov S.P., Ivanova A.S.
Stress changing analysis in structures with account of the erection level
Mkrtychev O.V., Andreev M.I., Sidorov D.S.
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.
Differential equations of equilibrium of continuous medium for plane one-dimensional deformation at closing equations approximation by biquadratic functions
Bakushev S.V.
Mathematical Model of Deformation of an Orthotropic Shell Under Blast Loading
Semenov A.A.
OVERALL BIFURCATION STABILITY AND DEFORMATIONS OF INCLINATION OF TALL BUILDINGS
Inozemtsev V.K., Nashchintsev Y.A.
PROBLEM OF NUMERICAL ANALYSIS OF DEFORMATION OF BINDED REINFORCED CONCRETE ELEMENTS
Markovich A.S., Abu Makhadi M.I., Miloserdova D.A., Akifeva K.S., Asad M.A.
Consideration of damping in a continuous medium using the rod approximation by A.R. Rzhanitsyn
Zylev V.B., Platnov P.O.
The stability of geometrically nonlinear plate systems under the action of dynamic loads
Ivanov S.P., Ivanova A.S., Ivanov O.G.
Using Solid Superelements for Nonlinear Analysis of Slab-and-Beam Structures in the PRINS Software
Agapov V.P., Markovich A.S.
AXISYMMETRIC PROBLEM IN PLASTICITY THEORY OF THICK-WALLED SHELL WITH ACCOUNTING FOR INHOMOGENEITY OF CONCRETE AT SUBZERO TEMPERATURES
ANDREEV V.I.
The dynamic stability of physically nonlinear plate systems under biaxial compression
Ivanov S.P., Ivanov O.G., Ivanova A.S.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
Accounting for geometric nonlinearity in finite element strength calculations of thin-walled shell-type structures
Klochkov Y.V., Nikolaev A.P., Ishchanov T.R., Andreev A.S., Klochkov M.Y.
BIFURCATIONAL STABILITY OF A SYSTEM CONSTRUCTION BASED ON A FOUNDATION LAYER WITH Non-linearity OF ITS PROPERTIES
Inozemtzev V.K., Inozemtzev O.V., Strelnikova K.A.
ANALYSIS OF STRUCTURES IN THE FORM OF A SHALLOW RETICULATED HYPERBOLIC PARABOLOID WITH ACCOUNT OF GEOMETRICAL NONLINEARITY
TRUSHIN S.I., SYSOEVA E.V., PETRENKO F.I.
Principle of the overlay deformations in the theory of creep
Larionov E.A., Rimshin V.I., Zhdanova T.V.
Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter
Popov A.N., Lovtsov A.D.
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