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Shell structures and shells at the beginning of the 21st century
Krivoshapko S.N.
MAGISTRATE "CIVIL ENGINEERING" ON SPECIALIZATION "ARCHITECTURE, GEOMETRY, AND STRENGTH ANALYSIS OF LARGE-SPAN SPACE STRUCTURES AND SHELLS"
Ivanov V.N., Grinko E.A.
Experimental study of elastic-plastic deformation of a cylindrical shell made of steel 45
Cheremnykh S.V.
Large-span structures in diploma projects of students architects of RUDN University
Mamieva I.A.
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.
TWO TYPES OF GOVERNING EQUATIONS FOR SHELLS WITH THE MIDDLE SURFACES GIVEN IN ARBITRARY CURVILINEAR COORDINATES
Krivoshapko S.N.
Numerical analysis of cylindrical shell stability interacting with inhomogeneous soil
Kosytsyn S.B., Akulich V.Y.
The opportunities of umbrella-type shells
Krivoshapko S.N.
The definition of the critical buckling load beam model and two-dimensional model of the round cylindrical shell that interact with the soil
Kosytsyn S.B., Akulich V.Y.
Optimal shells of revolution and main optimizations
Krivoshapko S.N.
Trial design of umbrella type shell structures
Tupikova E.M., Ershov M.E.
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.
Simplified selection of optimal shell of revolution
Krivoshapko S.N., Ivanov V.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.
ANALYSIS OF THE THIN ELASTIC SHELLS IN THE FORM OF LONG OBLIQUE HELICOID
Tupikova E.M.
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.
Influence of the geometrical researches of ruled surfaces on design of unique structures
Mamieva I.A.
ANALYSIS OF THE STRESS CONCENTRATION IN THIN-WALLED ELEMENTS OF STRUCTURES WITH LOCAL IN-DEPTH
Yakupov S.N., Nasibullin T.R.
FEATURES OF REINFORCEMENT OF CONCRETE-ENCASED STEEL PENSTOCKS
Rubin O.D., Lisichkin S.E., Lisichkin A.S.
ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
Firsanov V.V.
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.
MODELING OF NONLINEAR DEFORMATION AND BUCKLING OF ELASTIC INHOMOGENEITIES SHELLS
Bazhenov V.A., Solovei N.A., Krivenko O.P., Mishchenko O.A.
ANALYSIS OF OSCILLATIONS IN CIRCULAR CYLINDRICAL SHELLS BY CHARACTERISTICS METHOD WITH PRESSURE STABILIZER
Rekach F.V.
WORKING OUT AND ESTIMATION OF NUMERICAL ALGORITHM OF STABILITY ANALYSIS OF THE NONLINEAR DEFORMABLE SHALLOW CYLINDRICAL SHELL
Ivanov S.A.
SPATIAL SYSTEM FROM TWO SHELLS
Shagivaleev K.F., Surnina E.K., Vasil'tzov C.B.
Study of modern software capabilities for complex shell analysis
Rynkovskaya M.I., Elberdov T., Sert E., Öchsner A.
A MATHEMATICAL MODEL OF DISCRETIZATION OF ARTICULATED AXISYMMETRIC SHELLS WITH DIFFERENT VALUES OF PHYSICAL-MECHANICAL CHARACTERISTICS OF MATERIALS
KLOCHKOV Y.V., NIKOLAEV A.P., KISELEVA T.A., ANDREEV A.S.
THE RESULTS OF DIFFERENT METHODS OF CALCULATION OF A NON-SHALLOW HYPERBOLIC PARABOLOID
Aleshina O.O.
AXISYMMETRIC PROBLEM IN PLASTICITY THEORY OF THICK-WALLED SHELL WITH ACCOUNTING FOR INHOMOGENEITY OF CONCRETE AT SUBZERO TEMPERATURES
ANDREEV V.I.
GEOMETRICALLY NONLINEAR NUMERICAL STABILITY ANALYSIS OF SPACE TRUSSES
Galishnikova V.V., GALIShNIKOVA V.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.
APPLICATION OF BIONIC FORMS AND APPROACHES OF ANALYTICAL GEOMETRY TO MODERN ARCHITECTURAL DESIGN
Shambina S.L., Kazarian A.A.
OLERANCE LIMIT DEFECTS IN THE CYLINDRICAL PIPE SHELLS UNDER INTERNAL PRESSURE
Kuznetsova E.V., Kolmogorov G.L.
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.
Numerical analysis of the stress-strain state of thin shells based on a joint triangular finite element
Klochkov Y.V., Nikolaev A.P., Vakhnina O.V.
ON THE INVESTIGATIONS OF RULED HELICAL SHELLS IN 2000-2017
Vladimir J.P.
NONLINEAR DYNAMICS OF CLOSED CYLINDRICAL SHELLS UNDER THE ACTION OF LOCAL TRANSVERSE LOADS
Krysko V.A., Shagivaleev K.F.
FREE VIBRATIONS OF THE SPHERICAL SHELL CONTAINING AN ELASTIC FILLER
SEYFULLAYEV A.I., AQALAROV H.C.
TRANSFORMATION OF THE SHELL EQUATIONS WHEN A VARIABLE CHANGES
Ivanov V.N.
ACCOUNT OF THE SHIFT AS RIGID BODY OF SHELL OF REVOLUTION AXIALLY SYMMETRIC LOADED ON THE BASE OF FEM
Kiselev A.P., Kiseleva R.Z., Nikolaev A.P.
MOISTURE ELASTICITY OF THICK-WALLED INHOMOGENEOUS CYLINDER UNDER NONSTATIONARY HUMIDITY CONDITIONS
Andreev V.I., Avershyev A.S.
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.
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.
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.
EMI-ANALYTICAL ANALYSIS OF A LONG SHALLOW OBLIQUE HELICOIDAL SHELL IN A NON-ORTHOGONAL NON-CONJUGATE COORDINATE SYSTEM
Tupikova E.M.
APPLICATION OF RUNGE-KUTT METHOD AND RUNNING TRI-DIAGONAL MATRIX FOR OPEN HELICOIDAL SHELL CALCULATION
Rynkovskaya M.I.
MATHEMATICAL MODELS OF THE IMPROVEMENTED CALCULATION ON DURABILITY OF CONTINUOUS AVIATION CONNECTIONS WITH ACCOUNT OF THEIR COMPLIANCE
Firsanov V.V.
THE PERFECTION OF AN ANALYSIS METHOD OF SPATIAL SYSTEMS CONSISTING OF BOUND CLOSED CYLINDRICAL SHELLS
ShAGIVALEEV K.F., BUROV S.N.
THE DYNAMIC OF ELASTIC-ACOUSTIC SYSTEMS
Shlychkov S.V.
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
Trushin S.I., Sysoeva E.V., Zhuravleva T.A.
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.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O.О., Cajamarca Zuniga D.
ON INITIAL POSTBUCKLING EQUILIBRIUM AND MINIMUM ENERGY BARRIER OF AXIALLY COMPRESSED CYLINDRICAL SHELL
Manuylov G.A., Begichev M.M.
DESIGN OF SPORTS-AND-RELAXATION BUILDING
Krivoshapko S.N., Emelianova E.M., Mamiyeva I.A.
ON OPPORTUNITY OF SHELL STRUCTURES IN MODERN ARCHITECTURE AND BUILDING
Krivoshapko S.N.
AN ANALYSIS OF REVIEWS ON THEORY OF THIN SHELLS AND ON THEIR APPLICATION
ThomaAnamaria A.
MATHEMATICAL MODEL OF DISCRETISATION OF CYLINDER WITH ELLIPTIC BOTTOM FROM HETEROGENEOUS MATERIALS
KLOCHKOV Y.V., KISELEVA T.A., VAKHNINA O.V.
Optimization study of shape of translational shell of square plan
Tupikova E.M.
NONLINEAR STABILITY OF SINUSOIDAL VELAROIDAL SHELL
GIL-OULBE M., MARKOVICH A.S., DAOU T.
THE COMPLETE SYSTEM OF EQUATIONS OF DYNAMIC LOADING IDEAL PLASTIC SHALLOW SHELLS OF REVOLUTION WITH TAKING INTO ACCOUNT LARGE DISPLACEMENTS
Starov A.V.
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.
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.
MECHANICS OF THIN-WALLED STRUCTURES: HISTORY, DIAGNOSTICS
YAKUPOV N.M.
INVESTIGATION OF THE MOTION OF A CYLINDRICAL INCLUSION WITH ELASTIC ELEMENTS IN THE ACOUSTIC MEDIUM
Seyfullayev A.I., Mamedova G.A.
An analysis of annular plate in curvilinear non-orthogonal coordinates with the help of equations of a shell theory
Krivoshapko S.N.
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.
CALCULATION OF THE SYSTEM OF TWO CLOSED CYLINDRICAL SHELLS WITH INTERMEDIATE SUPPORT
SHAGIVALEEV K.F., SURNINA E.K., VASILTSOV S.V., PSHENOV A.A.
BOUNDARY VALUE PROBLEM FOR BRANCHING TYPE FLEXIBLE COMPOUND STRUCTURES
Elenitskiy E.Y.
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.
METHODS OF COMPARISON IN ANALYSIS OF UNSTEADY LIQUID MOTION IN CIRCULAR CYLINDRICAL SHELLS
Rekach F.V.
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.
DETACHMENT OF ELEMENTARY STRESS-STRAIN STATESFROM ZERO CURVATURE SHELL EQUATIONS
Zveryaev Y.М., Makarov G.I.
VARIANT COMPUTER SHELL PROTOTYPING BASED ON POLYPARAMETERIZATION OF MIDDLE SURFACES
VANIN V.V., SHAMBINA S.L., VIRCHENKO G.I.
AUTOMATIC MODELING OF THE SURFACES OF THE EQUAL SLOPE IN AUTOCAD SYSTEM THROUGH LANGUAGE AUTOLISP
ROMANOVA V.A., THOMA A.
GEOMETRY AND FORMATION OF THE THIN-WALLED SPACE SHELL STRUCTURES ON THE BASE OF NORMAL CYCLIC SURFACES
Ivanov V.N., Shmeleva A.A.
CALCULATION OF THIN-WALLED SPATIAL SYSTEMS CONSISTING OF JOINTED CLOSED BARREL SHELLS BY THE METHOD OF FORCES
Shagivaleev K.F., Burov S.N.
THE ACCOUNT OF DISPLACEMENT OF THE FINAL ELEMENT AS RIGID WHOLE IN MIXED FORMULATION FEM
Gureeva N.A., Klochkov J.V., Nikolaev А.P.
ANALYSIS OF THE STRESS-STRAIN STATE OF SPHERICAL SHELLS WITH THE HELP OF THREE-DIMENSIONAL ELEMENTS
YAKUPOV S.N., KIYAMOV I.H.
1 - 78 of 78 Items

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