Response of laminated plates to non-stationary random excitation

Author Type

Outside Researcher

Co-Author Type 1

Outside Researcher

Co-Author Type 2

Faculty

Co-Author Type 3

Outside Researcher

College

Engineering and Computer Science

Department

Ocean and Mechanical Engineering

Document Type

Article

Publication/Event/Conference Title

Structural Safety

Publication Status

Version of Record

Abstract

The response of composite laminated plates subjected to non-stationary 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. © 1989.

First Page

99

Last Page

113

DOI

10.1016/0167-4730(89)90013-1

Publication Date

1-1-1989

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