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Analytical surfaces for architecture and engineering
Gil-Oulbé M., Daou T., Mariko O.
Buckling of Steel Conical Panels Reinforced with Stiffeners
Semenov A.A., Kondratieva L.N., Glukhikh V.N.
Investigation of the accuracy and convergence of the results of thin shells analysis using the PRINS program
Agapov V.P., Markovich A.S.
Numerical analysis of cylindrical shell stability interacting with inhomogeneous soil
Kosytsyn S.B., Akulich V.Y.
Shell structures and shells at the beginning of the 21st century
Krivoshapko S.N.
BUCKLING ANALYSIS OF FUNCTIONALLY GRADED EPITROCHOIDAL SHELLS STRUCTURES
GIL-OULBE M., FARHAN S.T., TYEKOLO D.
MAGISTRATE "CIVIL ENGINEERING" ON SPECIALIZATION "ARCHITECTURE, GEOMETRY, AND STRENGTH ANALYSIS OF LARGE-SPAN SPACE STRUCTURES AND SHELLS"
Ivanov V.N., Grinko E.A.
Trial design of umbrella type shell structures
Tupikova E.M., Ershov M.E.
ALGORITHMS FOR THE RESEARCH OF STRENGTH AND STABILITY OF REINFORCED ORTHOTROPIC SHELLS
Semenov A.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.
CONSTRUCTION OF A TRIANGULAR FINITE ELEMENT FOR THIN SHELL CALCULATION ON THE BASE OF THE LIMIT SCHEME OF FINITE ELEMENT ANALYSIS
Serpik I.N., Udalov S.E., Serpik L.G.
ON PROBLEM OF STRENGTH ANALYSIS OF THIN LINEAR HELICOIDAL SHELLS
Rynkovskaya M.I.
THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS
GIL-OULBE M., SHAMBINA S.L., DAU T.
TRANSFORMATION OF THE SHELL EQUATIONS WHEN A VARIABLE CHANGES
Ivanov V.N.
AN ACCOUNT OF REINFORCEMENTS IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
Kushnarenko I.V.
USING FGM FOR CYCLIC SHELL STRUCTURES
GIL-OULBE MATHIEU -., ISMAEL TAHA FARHAN -.
THE INVESTIGATION OF STABILITY OF ELASTIC PLATES AND SHELLS WITH THE HELP OF FE MODELING
Manuylov G.A., Kositsyn S.B., Begichev M.M.
MECHANICS OF THIN-WALLED STRUCTURES: HISTORY, DIAGNOSTICS
YAKUPOV N.M.
OLERANCE LIMIT DEFECTS IN THE CYLINDRICAL PIPE SHELLS UNDER INTERNAL PRESSURE
Kuznetsova E.V., Kolmogorov G.L.
Optimization study of shape of translational shell of square plan
Tupikova E.M.
DESIGN OF UMBRELLA SURFACES FROM THE PARTS OF TRANSLATIONAL SURFACES FORMED BY THE CIRCLE OF CONSTANT RADIUS
Ivanov V.N., Krivoshapko S.N.
AN ACCOUNT OF RIBS, THAT DON'T COINCIDE WITH LINES OF PRINCIPAL CURVATURES, IN A SHELL ANALYSIS BY VARIATIONAL-DIFFERENCE METHOD
Kushnarenko I.V.
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.
ANALYSIS OF THE STRESS CONCENTRATION IN THIN-WALLED ELEMENTS OF STRUCTURES WITH LOCAL IN-DEPTH
Yakupov S.N., Nasibullin T.R.
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.
Complicated features and their solution in analysis of thin shell and plate structures
Govind P.L.
ANALYSIS OF VARIOUS APPROACHES IN RESEARCHES OF CREEP OF MATERIAL OF SHALLOW RIBBED SHELLS
Zhgoutov V.M.
METALLIChESKIE REBRISTO-KOL'TsEVYE I SETChATO-STERZhNEVYE OBOLOChKI XIX - PERVOY POLOVINY XX-go VEKOV
Krivoshapko S.N.
NONLINEAR STABILITY OF SINUSOIDAL VELAROIDAL SHELL
GIL-OULBE M., MARKOVICH A.S., DAOU T.
MATHEMATICAL MODEL OF DISCRETISATION OF CYLINDER WITH ELLIPTIC BOTTOM FROM HETEROGENEOUS MATERIALS
KLOCHKOV Y.V., KISELEVA T.A., VAKHNINA O.V.
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