The elastic cylindrical shells are widely used in many kinds of structures of engineering and electric equipments.

A symplectic method and dynamic buckling of elastic cylindrical shells under both axial impact and internal or external pressure;

In this paper,non axisymmetric buckling of an elastic cylindrical shell,which is impacted on the end by axial step loads,is discussed with the aid of the stress wave propagating.

This paper deals with the bifurcation problem of the propagation of axial waves for semi infinite elastic cylindrical shells, whose ends are considered by three kinds of end supports and impacted by step and impulse loads.

The continuous wall is simplified as an elastic thin cylinder.

Application of element free method to solve elastic cylindrical thin shell;

The problem of stability of an elastic circular cylindrical shell was introduced simply, and then the incomplete biquadratic nonconforming plate element was given, and the eigenvalue problem of elastic circular cylindrical shell was solved by the incomplete biquadratic nonconforming plate element.

The finite oscillation and destruction of thermo-hyperelastic cylindrical shells subjected to a suddenly applied dead-load on the inner surface under different temperature fields were studied.