Abstarct: In this project the effect of material proprieties at response of a beam and cylindrical shell are studied. The model of material is obey from the three element standard model in shearing and has elastic response in tension. The governing equations in the visoelastic form have been extracted by direct and corresponding method by distinct the shearing and bulking component of stress tensor and finally have been solved with the eigenfunction expansion. Using the obtained dimensionless coefficients from the governing equation, the effects of the material and loading properties have been investigated on the response. In numerical solution the Ansys FEM package has been used and analytical solution of a thin shell has been compared with numerical results obtained by Ansys.