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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.
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.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
Consideration of damping in a continuous medium using the rod approximation by A.R. Rzhanitsyn
Zylev V.B., Platnov P.O.
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.
THE DYNAMIC STABILITY OF PHYSICALLY NONLINEAR PLATE SYSTEMS
Ivanov S.P., Ivanova A.S.
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.
The dynamic stability of physically nonlinear plate systems under biaxial compression
Ivanov S.P., Ivanov O.G., Ivanova A.S.
RESOLVING EQUATIONS OF PLANAR DEFORMATION IN CYLINDRICAL COORDINATES FOR PHYSICALLY NONLINEAR CONTINUUM
BAKUSHEV S.V.
EVALUATION OF THE COEFFICIENT OF TRANSVERSE DEFORMATION AT THE AXIAL-SYMMETRIC DEFORMATION OF CONTINUOUS MEDIUM
BAKUSHEV S.V.
EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
Safronov V.S., Zazvonov V.V.
1 - 11 of 11 Items

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