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作者
Analytical Calculation of Cylindrical Shells in the Form of Second-Order Algebraic Surfaces
Krivoshapko S.
Determination of Optimal Cylindrical Shells in the Form of Second-Order Surfaces
Ivanov V., Aleshina O., Larionov E.
MAGISTRATE "CIVIL ENGINEERING" ON SPECIALIZATION "ARCHITECTURE, GEOMETRY, AND STRENGTH ANALYSIS OF LARGE-SPAN SPACE STRUCTURES AND SHELLS"
Ivanov V., Grinko E.
The opportunities of umbrella-type shells
Krivoshapko S.
Large-span structures in diploma projects of students architects of RUDN University
Mamieva I.
TWO TYPES OF GOVERNING EQUATIONS FOR SHELLS WITH THE MIDDLE SURFACES GIVEN IN ARBITRARY CURVILINEAR COORDINATES
Krivoshapko S.
Shell structures and shells at the beginning of the 21st century
Krivoshapko S.
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.
Simplified selection of optimal shell of revolution
Krivoshapko S., Ivanov V.
FEATURES OF REINFORCEMENT OF CONCRETE-ENCASED STEEL PENSTOCKS
Rubin O., Lisichkin S., Lisichkin A.
Comparative analysis of the results of determining the parameters of the stress-strain state of equal slope shell
Ivanov V., Alyoshina O.
Ruled Shells of Conical Type on Elliptical Base
Krivoshapko S.
Stress state analysis of an equal slope shell under uniformly distributed tangential load by different methods
Aleshina O., Ivanov V., Cajamarca-Zuniga D.
Trial design of umbrella type shell structures
Tupikova E., Ershov M.
ANALYSIS OF THE STRESS CONCENTRATION IN THIN-WALLED ELEMENTS OF STRUCTURES WITH LOCAL IN-DEPTH
Yakupov S., Nasibullin T.
Influence of the geometrical researches of ruled surfaces on design of unique structures
Mamieva I.
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., Akulich V.
On the basic architectural styles, directions, and style flows for shells and shell structures
Krivoshapko S.
ANALYSIS OF THE THIN ELASTIC SHELLS IN THE FORM OF LONG OBLIQUE HELICOID
Tupikova E.
Optimal shells of revolution and main optimizations
Krivoshapko S.
Comparative analysis of the stress state of an equal slope shell by analytical and numerical methods
Aleshina O., Ivanov V., Cajamarca-Zuniga D.
ANALYSIS OF OSCILLATIONS IN CIRCULAR CYLINDRICAL SHELLS BY CHARACTERISTICS METHOD WITH PRESSURE STABILIZER
Rekach F.
DESIGN OF SPORTS-AND-RELAXATION BUILDING
Krivoshapko S., Emelianova E., Mamiyeva I.
MOISTURE ELASTICITY OF THICK-WALLED INHOMOGENEOUS CYLINDER UNDER NONSTATIONARY HUMIDITY CONDITIONS
Andreev V., Avershyev A.
ACCOUNT OF THE SHIFT AS RIGID BODY OF SHELL OF REVOLUTION AXIALLY SYMMETRIC LOADED ON THE BASE OF FEM
Kiselev A., Kiseleva R., Nikolaev A.
CALCULATION OF THIN SHELLS ON THE BASIS OF THE TRIANGULAR FINAL ELEMENT WITH THE CORRECTING LAGRANGE'S COEFFICIENTS
KLOCHKOV Y., VAKHNINA O., KISELEVA T.
ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
Firsanov V.
Asymptotic analysis of natural frequencies of axisymmetric oscillations of orthotropic cylindrical shells in an infinite elastic medium, liquid filled
Seyfullayev F., Mirzayeva G., Kerimova S.
Stability of shallow shells with local changes in strength characteristics
Kolesnikov A., Osadchaya A.
Experimental study of elastic-plastic deformation of a cylindrical shell made of steel 45
Cheremnykh S.
GEOMETRICALLY NONLINEAR NUMERICAL STABILITY ANALYSIS OF SPACE TRUSSES
Galishnikova V., GALIShNIKOVA V.
THE COMPLETE SYSTEM OF EQUATIONS OF DYNAMIC LOADING IDEAL PLASTIC SHALLOW SHELLS OF REVOLUTION WITH TAKING INTO ACCOUNT LARGE DISPLACEMENTS
Starov A.
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
Trushin S., Sysoeva E., Zhuravleva T.
MATHEMATICAL MODEL OF DISCRETISATION OF CYLINDER WITH ELLIPTIC BOTTOM FROM HETEROGENEOUS MATERIALS
KLOCHKOV Y., KISELEVA T., VAKHNINA O.
EMI-ANALYTICAL ANALYSIS OF A LONG SHALLOW OBLIQUE HELICOIDAL SHELL IN A NON-ORTHOGONAL NON-CONJUGATE COORDINATE SYSTEM
Tupikova E.
A MATHEMATICAL MODEL OF DISCRETIZATION OF ARTICULATED AXISYMMETRIC SHELLS WITH DIFFERENT VALUES OF PHYSICAL-MECHANICAL CHARACTERISTICS OF MATERIALS
KLOCHKOV Y., NIKOLAEV A., KISELEVA T., ANDREEV A.
Effect of gelatin powder, almond shell, and recycled aggregates on chemical and mechanical properties of conventional concrete
Hematibahar M., Esparham A., Vatin N., Kharun M., Gebre T.
Analytical surfaces for architecture and engineering
Gil-Oulbé M., Daou T., Mariko O.
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.
THE DYNAMIC OF ELASTIC-ACOUSTIC SYSTEMS
Shlychkov S.
THE PERFECTION OF AN ANALYSIS METHOD OF SPATIAL SYSTEMS CONSISTING OF BOUND CLOSED CYLINDRICAL SHELLS
ShAGIVALEEV K., BUROV S.
A FINITE ELEMENT ANALYSIS OF AXISYMMETRIC LOADED SHELLS OF REVOLUTION WITH A BRANCHING MERIDIAN UNDER ELASTIC-PLASTIC DEFORMING
Klochkov Y., Nikolaev A., Dzhabrailov A.
SPATIAL SYSTEM FROM TWO SHELLS
Shagivaleev K., Surnina E., Vasil'tzov C.
INVESTIGATION OF THE MOTION OF A CYLINDRICAL INCLUSION WITH ELASTIC ELEMENTS IN THE ACOUSTIC MEDIUM
Seyfullayev A., Mamedova G.
AN ANALYSIS OF REVIEWS ON THEORY OF THIN SHELLS AND ON THEIR APPLICATION
ThomaAnamaria A.
ON THE INVESTIGATIONS OF RULED HELICAL SHELLS IN 2000-2017
Vladimir J.
Optimization study of shape of translational shell of square plan
Tupikova E.
Use of interpolation methods for modeling the stress-strain state of operated oil storage tanks
Konopatskiy E., Krysko A., Shevchuk O.
An analysis of annular plate in curvilinear non-orthogonal coordinates with the help of equations of a shell theory
Krivoshapko S.
THE ACCOUNT OF DISPLACEMENT OF THE FINAL ELEMENT AS RIGID WHOLE IN MIXED FORMULATION FEM
Gureeva N., Klochkov J., Nikolaev А.
DETACHMENT OF ELEMENTARY STRESS-STRAIN STATESFROM ZERO CURVATURE SHELL EQUATIONS
Zveryaev Y., Makarov G.
TRANSFORMATION OF THE SHELL EQUATIONS WHEN A VARIABLE CHANGES
Ivanov V.
APPLICATION OF BIONIC FORMS AND APPROACHES OF ANALYTICAL GEOMETRY TO MODERN ARCHITECTURAL DESIGN
Shambina S., Kazarian A.
VARIANT COMPUTER SHELL PROTOTYPING BASED ON POLYPARAMETERIZATION OF MIDDLE SURFACES
VANIN V., SHAMBINA S., VIRCHENKO G.
MECHANICS OF THIN-WALLED STRUCTURES: HISTORY, DIAGNOSTICS
YAKUPOV N.
INFLUENCE OF PHYSICAL NONLINEARITY ON THE CALCULATED INDICATORS OF STABILITY OF RETICULATED ONE-SHEET HYPERBOLOID OF REVOLUTION WITH DIFFERENT FORMS OF GENERATRICES
TRUSHIN S., PETRENKO 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., Andreev V.
Mixed FEM for Shells of Revolution Based on Flow Theory and its Modifications
Kiseleva R., Kirsanova N., Nikolaev A., Klochkov Y., Ryabukha V.
Shells in the form of algebraic ruled surfaces on a rhombic base
Tupikova E.
WORKING OUT AND ESTIMATION OF NUMERICAL ALGORITHM OF STABILITY ANALYSIS OF THE NONLINEAR DEFORMABLE SHALLOW CYLINDRICAL SHELL
Ivanov S.
ON OPPORTUNITY OF SHELL STRUCTURES IN MODERN ARCHITECTURE AND BUILDING
Krivoshapko S.
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.
FREE VIBRATIONS OF THE SPHERICAL SHELL CONTAINING AN ELASTIC FILLER
SEYFULLAYEV A., AQALAROV H.
BOUNDARY VALUE PROBLEM FOR BRANCHING TYPE FLEXIBLE COMPOUND STRUCTURES
Elenitskiy E.
AUTOMATIC MODELING OF THE SURFACES OF THE EQUAL SLOPE IN AUTOCAD SYSTEM THROUGH LANGUAGE AUTOLISP
ROMANOVA V., THOMA A.
Deformation of Cylindrical Shell Made of 9X2 Steel Under Complex Loading
Cheremnykh S.
Theoretical and experimental modeling of deformation of a cylindrical shell made of 45 steel under complex loading
Cheremnykh 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.
NONLINEAR DYNAMICS OF CLOSED CYLINDRICAL SHELLS UNDER THE ACTION OF LOCAL TRANSVERSE LOADS
Krysko V., Shagivaleev K.
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., Than H.
ANALYSIS OF THE STRESS-STRAIN STATE OF SPHERICAL SHELLS WITH THE HELP OF THREE-DIMENSIONAL ELEMENTS
YAKUPOV S., KIYAMOV I.
MATHEMATICAL MODELS OF THE IMPROVEMENTED CALCULATION ON DURABILITY OF CONTINUOUS AVIATION CONNECTIONS WITH ACCOUNT OF THEIR COMPLIANCE
Firsanov V.
AXISYMMETRIC PROBLEM IN PLASTICITY THEORY OF THICK-WALLED SHELL WITH ACCOUNTING FOR INHOMOGENEITY OF CONCRETE AT SUBZERO TEMPERATURES
ANDREEV V.
GEOMETRY AND FORMATION OF THE THIN-WALLED SPACE SHELL STRUCTURES ON THE BASE OF NORMAL CYCLIC SURFACES
Ivanov V., Shmeleva A.
CALCULATION OF THE SYSTEM OF TWO CLOSED CYLINDRICAL SHELLS WITH INTERMEDIATE SUPPORT
SHAGIVALEEV K., SURNINA E., VASILTSOV S., PSHENOV A.
Geometric Investigation of Three Thin Shells with Ruled Middle Surfaces with the Same Main Frame
Gbaguidi Aisse G., Aleshina O., Mamieva I.
Research of stress-deformed state of the rammed monolithic reinforced concrete cone-shaped piles with side and bottom forms from crushed stones
Kuzhakhmetova E.
Study of modern software capabilities for complex shell analysis
Rynkovskaya M., Elberdov T., Sert E., Öchsner A.
COMPARATIVE APPRASAL OF VARIANTS OF INTERPOLATION DISPLACEMENT FIELDS ON THE EXAMPLES OF THE PROBLEM AXIALLY SYMMETRIC THE LOADED SHELL OF REVOLUTION
Klochkov J., Nikolaev A., Marchenko S., Shubovich A.
APPLICATION OF RUNGE-KUTT METHOD AND RUNNING TRI-DIAGONAL MATRIX FOR OPEN HELICOIDAL SHELL CALCULATION
Rynkovskaya M.
ANALYSIS OF STRUCTURES IN THE FORM OF A SHALLOW RETICULATED HYPERBOLIC PARABOLOID WITH ACCOUNT OF GEOMETRICAL NONLINEARITY
TRUSHIN S., SYSOEVA E., PETRENKO F.
ON INITIAL POSTBUCKLING EQUILIBRIUM AND MINIMUM ENERGY BARRIER OF AXIALLY COMPRESSED CYLINDRICAL SHELL
Manuylov G., Begichev M.
NONLINEAR STABILITY OF SINUSOIDAL VELAROIDAL SHELL
GIL-OULBE M., MARKOVICH A., DAOU T.
Dynamic Stability of a Cylindrical Shell Made of a Material of Different Modulus Plased on a Viscous-elastic Foundation
Rzayev N.
Volumetric element with vector approximation of the desired values for nonlinear calculation of the shell of rotation
Gureeva N., Kiseleva R., Kiselev A., Nikolaev A., Klochkov Y.
Numerical analysis of cylindrical shell stability interacting with inhomogeneous soil
Kosytsyn S., Akulich V.
Accounting for geometric nonlinearity in finite element strength calculations of thin-walled shell-type structures
Klochkov Y., Nikolaev A., Ishchanov T., Andreev A., Klochkov M.
CALCULATION OF THIN-WALLED SPATIAL SYSTEMS CONSISTING OF JOINTED CLOSED BARREL SHELLS BY THE METHOD OF FORCES
Shagivaleev K., Burov S.
OLERANCE LIMIT DEFECTS IN THE CYLINDRICAL PIPE SHELLS UNDER INTERNAL PRESSURE
Kuznetsova E., Kolmogorov G.
MODELING OF NONLINEAR DEFORMATION AND BUCKLING OF ELASTIC INHOMOGENEITIES SHELLS
Bazhenov V., Solovei N., Krivenko O., Mishchenko O.
METHODS OF COMPARISON IN ANALYSIS OF UNSTEADY LIQUID MOTION IN CIRCULAR CYLINDRICAL SHELLS
Rekach F.
THE RESULTS OF DIFFERENT METHODS OF CALCULATION OF A NON-SHALLOW HYPERBOLIC PARABOLOID
Aleshina O.
Stress-strain state investigation of the “YASUNI” shell by bionic architecture methods based on numerical modeling
Alyoshina O., Cajamarca Zuniga D.
Numerical analysis of the stress-strain state of thin shells based on a joint triangular finite element
Klochkov Y., Nikolaev A., Vakhnina O.
Analytical Calculation of Momentless Conical Shell with Elliptical Base
Krivoshapko S.
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