A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Response of laminated plates to non-stationary random excitation
The response of composite laminated plates subjected to nonstationary random excitation is determined. First-order shear deformation theory is used for the analysis of symmetric cross-ply and antisymmetric angle-ply plates. The time-dependent component of the forcing function is taken as a product of a well-defined, slowly varying envelope function, and a noise function, assumed to be white or narrow-band random excitation.
Response of laminated plates to non-stationary random excitation
The response of composite laminated plates subjected to nonstationary random excitation is determined. First-order shear deformation theory is used for the analysis of symmetric cross-ply and antisymmetric angle-ply plates. The time-dependent component of the forcing function is taken as a product of a well-defined, slowly varying envelope function, and a noise function, assumed to be white or narrow-band random excitation.
Response of laminated plates to non-stationary random excitation
Cederbaum, Gabriel (author) / Librescu, Liviu (author) / Elishakoff, Isaac (author)
1989-01-01
Miscellaneous
No indication
English
Response of laminated plates to non-stationary random excitation
| Elsevier | 1989
Random response of antisymmetric angle-ply laminated plates
| Elsevier | 1989
Dynamic response analysis of nonlinear stochastic structures under stationary random excitation
| British Library Online Contents | 2011