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Compound space constructions
Ivanov V.N., Lamichane G.P.
the combination of the sections of thin shells or plates of the same or different forms. At the analyses
Analyses of compartments of shells in the form of JoachimsthaFs canal surfaces
Ivanov V.N., Nasr Younis Ahmed Abboushi
The definition of Stress Strain State of complex geometry shells is one of labor-consuming problems
Chronology of erection of the earliest reinforced concrete shells
Krivoshapko S.N., Mamieva I.A., Bock Hyeng C.A.
in numerical methods of analysis gives an opportunity to calculate the shells of non-canonical forms. It allows
Analyses stress-strain state of roofing of trade center in the form of umbrella shell by difference variation method
Ivanov V.N.
center. The roofing is made in the form of umbrella shell with Joachimsthal's channel middle surfaces
Analysis of stress-strain state of multi-wave shell on parabolic trapezoidal plan
Ivanov V.N., Imomnazarov T.S., Farhan I.T.F., Tiekolo D.
, 752p, 2015 [1], Ivanov and Krivoshapko in Analytical methods of analyses of shells of non canonic form
Analysis of Thin Walled Wavy Shell of Monge Type Surface with Parabola and Sinusoid Curves by Variational-Difference Method
Ivanov V., Rynkovskaya M.
, which is important in the calculation of shells of complex shape. In the finite element method, which
STRESS-STRAIN ANALYSIS OF THE SHELLS OF THE LONG OBLIQUE HELICOID FORM
Tupikova E.
elastic shell in the form of oblique helicoid. The stress-strain state of thin shells under static load
Shells analysis in orthogonal curvilinear coordinate system with variation-difference method
Ivanov V.N., Shmeleva A.A.
The variation-difference method is a convenient numerical method for shells of complex forms
Thin-walled composite and plastic shells for civil and industrial buildings and erections
Krivoshapko S.N., Shambina S.L., Hyeng C.A.B.
in thin shells. The modern theoretical base of strength analyses of composite structures give a
SINUSOIDAL VELAROIDAL SHELL - NUMERICAL MODELLING OF THE NONLINEAR BUCKLING RESISTANCE
Mathieu G., Markovich A.S., Tyekolo D.
Many works are devoted to linear and nonlinear analyses of shells of classical form. But for thin

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