The method of sequential approximations (MSA) in mathematical theory (MT) of transversal-isotropic shallow shells of arbitrary thickness is developed. MT takes into account all components of stress-strain state (SSS). SSS and boundary conditions are considered to be functions of three varia-bles. Three-dimensional problems are reduced to two- dimensional decompositions of all the compo-nents of the SSS into series in the transverse coordinate using Legendre polynomials and using the Reisner variational principle. The boundary conditions for stresses on the front surfaces of the shell are fulfilled precisely. Previous studies have shown the high efficiency of this MT. The boundary-value problem for a shallow shell is reduced to sequences of ...
Analytical solutions of the dynamic response of the classical, rust-order and third-order theories o...
Natural vibrations of isotropic shallow shells with given plan form and different boundary condition...
Natural vibrations of isotropic shallow shells with given plan form and different boundary condition...
The method of sequential approximations (MSA) in mathematical theory (MT) of transversal-isotropic s...
The method of sequential approximations (MSA) in mathematical theory (MT) of transversal-isotropic s...
The method of sequential approximations (MSA) in mathematical theory (MT) of transversal-isotropic s...
The paper presents an analysis of the stress-strain state of shallow shell structures of double curv...
The paper presents an analysis of the stress-strain state of shallow shell structures of double curv...
A numerical analysis of thin-walled shallow shells is presented. Equations of equilibrium and relati...
A new numerical analytical method for solving geometrically nonlinear bending problems of thin shall...
© Published under licence by IOP Publishing Ltd.The variational formulations of problems of equilibr...
The object of this investigation is to develop a numerical method for determining the static displa...
PhDCivil engineeringUniversity of Michigan, Horace H. Rackham School of Graduate Studieshttp://deepb...
Attract-Integral ~uations are derived for the ~p~~nta~~on f in-plane as well as transverse displacem...
Ph.D.Civil engineeringUniversity of Michigan, Horace H. Rackham School of Graduate Studieshttp://dee...
Analytical solutions of the dynamic response of the classical, rust-order and third-order theories o...
Natural vibrations of isotropic shallow shells with given plan form and different boundary condition...
Natural vibrations of isotropic shallow shells with given plan form and different boundary condition...
The method of sequential approximations (MSA) in mathematical theory (MT) of transversal-isotropic s...
The method of sequential approximations (MSA) in mathematical theory (MT) of transversal-isotropic s...
The method of sequential approximations (MSA) in mathematical theory (MT) of transversal-isotropic s...
The paper presents an analysis of the stress-strain state of shallow shell structures of double curv...
The paper presents an analysis of the stress-strain state of shallow shell structures of double curv...
A numerical analysis of thin-walled shallow shells is presented. Equations of equilibrium and relati...
A new numerical analytical method for solving geometrically nonlinear bending problems of thin shall...
© Published under licence by IOP Publishing Ltd.The variational formulations of problems of equilibr...
The object of this investigation is to develop a numerical method for determining the static displa...
PhDCivil engineeringUniversity of Michigan, Horace H. Rackham School of Graduate Studieshttp://deepb...
Attract-Integral ~uations are derived for the ~p~~nta~~on f in-plane as well as transverse displacem...
Ph.D.Civil engineeringUniversity of Michigan, Horace H. Rackham School of Graduate Studieshttp://dee...
Analytical solutions of the dynamic response of the classical, rust-order and third-order theories o...
Natural vibrations of isotropic shallow shells with given plan form and different boundary condition...
Natural vibrations of isotropic shallow shells with given plan form and different boundary condition...