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Authors
Determination of Optimal Cylindrical Shells in the Form of Second-Order Surfaces
Ivanov V.N., Aleshina O.O., Larionov E.A.
Analytical Calculation of Cylindrical Shells in the Form of Second-Order Algebraic Surfaces
Krivoshapko S.N.
The opportunities of umbrella-type shells
Krivoshapko S.N.
Case study on structural health assessment for existing reinforced concrete building
Adhikari K.P., Lamichhane G.P., Lamichhane K., Ghimire K.
ANALYSIS OF THE STRESS-STRAIN STATE OF SPHERICAL SHELLS WITH THE HELP OF THREE-DIMENSIONAL ELEMENTS
YAKUPOV S.N., KIYAMOV I.H.
Large-span structures in diploma projects of students architects of RUDN University
Mamieva I.A.
FEATURES OF REINFORCEMENT OF CONCRETE-ENCASED STEEL PENSTOCKS
Rubin O.D., Lisichkin S.E., Lisichkin A.S.
Optimal shells of revolution and main optimizations
Krivoshapko S.N.
MECHANICS: A PROBLEM - AN IDEA - A PRACTICE
Yakupov N.M.
NUMERICAL ANALYSIS OF THE STRESS-STRAIN STATE OF THE MEMBRANE SHELL WITH ACCOUNT OF GEOMETRICAL NON-LINEARITY
Trushin S.I., Sysoeva E.V.
A FINITE ELEMENT ANALYSIS OF AXISYMMETRIC LOADED SHELLS OF REVOLUTION WITH A BRANCHING MERIDIAN UNDER ELASTIC-PLASTIC DEFORMING
Klochkov Y.V., Nikolaev A.P., Dzhabrailov A.S.
MATHEMATICAL MODELS OF THE IMPROVEMENTED CALCULATION ON DURABILITY OF CONTINUOUS AVIATION CONNECTIONS WITH ACCOUNT OF THEIR COMPLIANCE
Firsanov V.V.
BOUNDARY VALUE PROBLEM FOR BRANCHING TYPE FLEXIBLE COMPOUND STRUCTURES
Elenitskiy E.Y.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O.О., Cajamarca Zuniga D.
Theoretical and experimental modeling of deformation of a cylindrical shell made of 45 steel under complex loading
Cheremnykh S.V.
Experimental study of elastic-plastic deformation of a cylindrical shell made of steel 45
Cheremnykh S.V.
THE DETERMINATION OF SPATIAL WORK OF FRAME OF BUILDINGS WITH COVERINGS IN THE FORM OF METAL COMPLEX SHELLS
Davydov E.Y.
THE PERFECTION OF AN ANALYSIS METHOD OF SPATIAL SYSTEMS CONSISTING OF BOUND CLOSED CYLINDRICAL SHELLS
ShAGIVALEEV K.F., BUROV S.N.
ESTIMATION OF THE SIZES OF SOLID GROUND, ASKED AT THE SPATIAL CALCULATIONS OF UNDERGROUND STRUCTURES, BASED ON THE CONDITIONS OF ATTENUATION OF ITS STRESS-STRAIN STATE
Tran X.L.
METHODS OF COMPARISON IN ANALYSIS OF UNSTEADY LIQUID MOTION IN CIRCULAR CYLINDRICAL SHELLS
Rekach F.V.
ON INITIAL POSTBUCKLING EQUILIBRIUM AND MINIMUM ENERGY BARRIER OF AXIALLY COMPRESSED CYLINDRICAL SHELL
Manuylov G.A., Begichev M.M.
Simplified selection of optimal shell of revolution
Krivoshapko S.N., Ivanov V.N.
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.
On the basic architectural styles, directions, and style flows for shells and shell structures
Krivoshapko S.N.
Influence of constructive solutions on the stiffness characteristics of the rammed monolithic reinforced concrete cone-shaped piles with side and bottom forms from crushed stones
Kuzhakhmetova E.R.
NONLINEAR DYNAMICS OF CLOSED CYLINDRICAL SHELLS UNDER THE ACTION OF LOCAL TRANSVERSE LOADS
Krysko V.A., Shagivaleev K.F.
DETACHMENT OF ELEMENTARY STRESS-STRAIN STATESFROM ZERO CURVATURE SHELL EQUATIONS
Zveryaev Y.М., Makarov G.I.
ON PROBLEM OF STABILITY ANALYSIS OF AN EPITHROCHOIDAL SHELL
Gil-oulbe M.
CALCULATION OF THIN SHELLS ON THE BASIS OF THE TRIANGULAR FINAL ELEMENT WITH THE CORRECTING LAGRANGE'S COEFFICIENTS
KLOCHKOV Y.V., VAKHNINA O.V., KISELEVA T.A.
TWO TYPES OF GOVERNING EQUATIONS FOR SHELLS WITH THE MIDDLE SURFACES GIVEN IN ARBITRARY CURVILINEAR COORDINATES
Krivoshapko S.N.
Comparative analysis of the results of determining the parameters of the stress-strain state of equal slope shell
Ivanov V.N., Alyoshina O.O.
Deformation of Cylindrical Shell Made of 9X2 Steel Under Complex Loading
Cheremnykh S.V.
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.
ANALYSIS OF OSCILLATIONS IN CIRCULAR CYLINDRICAL SHELLS BY CHARACTERISTICS METHOD WITH PRESSURE STABILIZER
Rekach F.V.
COMPARATIVE APPRASAL OF VARIANTS OF INTERPOLATION DISPLACEMENT FIELDS ON THE EXAMPLES OF THE PROBLEM AXIALLY SYMMETRIC THE LOADED SHELL OF REVOLUTION
Klochkov J.V., Nikolaev A.P., Marchenko S.S., Shubovich A.A.
ON OPPORTUNITY OF SHELL STRUCTURES IN MODERN ARCHITECTURE AND BUILDING
Krivoshapko S.N.
AXISYMMETRIC PROBLEM IN PLASTICITY THEORY OF THICK-WALLED SHELL WITH ACCOUNTING FOR INHOMOGENEITY OF CONCRETE AT SUBZERO TEMPERATURES
ANDREEV V.I.
ON THE INVESTIGATIONS OF RULED HELICAL SHELLS IN 2000-2017
Vladimir J.P.
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.
Geometric Investigation of Three Thin Shells with Ruled Middle Surfaces with the Same Main Frame
Gbaguidi Aisse G.L., Aleshina O.O., Mamieva I.A.
Comparative analysis of the stress state of an equal slope shell by analytical and numerical methods
Aleshina O.O., Ivanov V.N., Cajamarca-Zuniga D.
GEOMETRICALLY NONLINEAR NUMERICAL STABILITY ANALYSIS OF SPACE TRUSSES
Galishnikova V.V., GALIShNIKOVA V.V.
CALCULATION OF THIN-WALLED SPATIAL SYSTEMS CONSISTING OF JOINTED CLOSED BARREL SHELLS BY THE METHOD OF FORCES
Shagivaleev K.F., Burov S.N.
THE ANALYSIS OF THE STRESS-STRAIN STATE OF THE INTERSECTING CYLINDRICAL SHELLS FOR THE ELASTO – PLASTIC DEFORMATIONS WITH A VIEW OF GEOMETRICAL NONLINEARITY
Kositsyn S.B., Than H.L.
MODELING OF NONLINEAR DEFORMATION AND BUCKLING OF ELASTIC INHOMOGENEITIES SHELLS
Bazhenov V.A., Solovei N.A., Krivenko O.P., Mishchenko O.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.
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.
Influence of the geometrical researches of surfaces of revolution and translation surfaces on design of unique structures
Gbaguidi Aisse G.L.
Dynamic Stability of a Cylindrical Shell Made of a Material of Different Modulus Plased on a Viscous-elastic Foundation
Rzayev N.S.
Stability of shallow shells with local changes in strength characteristics
Kolesnikov A.G., Osadchaya A.V.
THE DYNAMIC OF ELASTIC-ACOUSTIC SYSTEMS
Shlychkov S.V.
DYNAMIC LOSS OF STABILITY CLOSED CYLINDRICAL SHELLS AT ACTION OF BAND ALTERNATING LOADING
Krysko V.A., Kuznetsova E.S., Zhigalov M.V., Shagivaleev K.F.
MAGISTRATE "CIVIL ENGINEERING" ON SPECIALIZATION "ARCHITECTURE, GEOMETRY, AND STRENGTH ANALYSIS OF LARGE-SPAN SPACE STRUCTURES AND SHELLS"
Ivanov V.N., Grinko E.A.
THE RESULTS OF DIFFERENT METHODS OF CALCULATION OF A NON-SHALLOW HYPERBOLIC PARABOLOID
Aleshina O.O.
AUTOMATIC MODELING OF THE SURFACES OF THE EQUAL SLOPE IN AUTOCAD SYSTEM THROUGH LANGUAGE AUTOLISP
ROMANOVA V.A., THOMA A.
Influence of the geometrical researches of ruled surfaces on design of unique structures
Mamieva I.A.
Stress state analysis of an equal slope shell under uniformly distributed tangential load by different methods
Aleshina O.O., Ivanov V.N., Cajamarca-Zuniga D.
The stability of geometrically nonlinear plate systems under the action of dynamic loads
Ivanov S.P., Ivanova A.S., Ivanov O.G.
THE ACCOUNT OF DISPLACEMENT OF THE FINAL ELEMENT AS RIGID WHOLE IN MIXED FORMULATION FEM
Gureeva N.A., Klochkov J.V., Nikolaev А.P.
DESIGN OF SPORTS-AND-RELAXATION BUILDING
Krivoshapko S.N., Emelianova E.M., Mamiyeva I.A.
MOISTURE ELASTICITY OF THICK-WALLED INHOMOGENEOUS CYLINDER UNDER NONSTATIONARY HUMIDITY CONDITIONS
Andreev V.I., Avershyev A.S.
SPATIAL SYSTEM FROM TWO SHELLS
Shagivaleev K.F., Surnina E.K., Vasil'tzov C.B.
COMPARATIVE ANALYSIS OF THE RESULTS OF CALCULATION OF A THIN SHELL IN THE FORM OF CARVED SURFACE OF MONGE WITH AN APPLICATION OF MEMBRANE (MOMENTLESS) THEORY AND FINITEELEMENT METHOD
Filipova E.R.
CALCULATION OF THE SYSTEM OF TWO CLOSED CYLINDRICAL SHELLS WITH INTERMEDIATE SUPPORT
SHAGIVALEEV K.F., SURNINA E.K., VASILTSOV S.V., PSHENOV A.A.
Use of interpolation methods for modeling the stress-strain state of operated oil storage tanks
Konopatskiy E.V., Krysko A.A., Shevchuk O.A.
Influence of the concrete strength and the type of supports on the stress-strain state of a hyperbolic paraboloid shell footbridge structure
Cajamarca-Zuniga D., Luna S.
Study of modern software capabilities for complex shell analysis
Rynkovskaya M.I., Elberdov T., Sert E., Öchsner A.
WORKING OUT AND ESTIMATION OF NUMERICAL ALGORITHM OF STABILITY ANALYSIS OF THE NONLINEAR DEFORMABLE SHALLOW CYLINDRICAL SHELL
Ivanov S.A.
THE COMPLETE SYSTEM OF EQUATIONS OF DYNAMIC LOADING IDEAL PLASTIC SHALLOW SHELLS OF REVOLUTION WITH TAKING INTO ACCOUNT LARGE DISPLACEMENTS
Starov A.V.
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
Trushin S.I., Sysoeva E.V., Zhuravleva T.A.
FREE VIBRATIONS OF THE SPHERICAL SHELL CONTAINING AN ELASTIC FILLER
SEYFULLAYEV A.I., AQALAROV H.C.
AN ANALYSIS OF REVIEWS ON THEORY OF THIN SHELLS AND ON THEIR APPLICATION
ThomaAnamaria A.
NONLINEAR STABILITY OF SINUSOIDAL VELAROIDAL SHELL
GIL-OULBE M., MARKOVICH A.S., DAOU T.
Asymptotic analysis of natural frequencies of axisymmetric oscillations of orthotropic cylindrical shells in an infinite elastic medium, liquid filled
Seyfullayev F.A., Mirzayeva G.R., Kerimova S.A.
Shells in the form of algebraic ruled surfaces on a rhombic base
Tupikova E.M.
Research of stress-deformed state of the rammed monolithic reinforced concrete cone-shaped piles with side and bottom forms from crushed stones
Kuzhakhmetova E.R.
1 - 76 of 76 Items

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