Chapter
Apr 26, 2012
Nonlinear Response of Double-Wall Cylindrical Shells Subjected to Random Excitation
Authors: V. Dogan and R. VaicaitisAuthor Affiliations
Publication: Engineering, Construction, and Operations in Challenging Environments: Earth and Space 2004
Abstract
An analytical model is presented to predict the nonlinear response of a double wall sandwich cylindrical shell system subjected to random excitation. Nonlinear spring-dashpot models are integrated into the system to characterize the behavior of the soft core, Donnell's thin shell theory is used to develop the governing nonlinear equations of motion. A Monte Carlo simulation of stationary random processes, multi-mode Galerkin-like approach, and numerical integration procedures are used to develop linear and nonlinear response solutions of simply-supported cylindrical shells. Numerical results include time domain response histories, root mean square values and response spectral densities.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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V. Dogan
Istanbul Technical University, Department of Aeronautical and Astronautical Engineering, Maslak, Istanbul, Turkey
R. Vaicaitis
Columbia University, Department of Civil Engineering and Engineering Mechanics, New York, NY 10027
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