Abstract
The theoretical preliminaries needed for the analysis of fluid-structure interaction are presented. After the derivation of the wave equation which governs the response of an acoustic fluid, the effect of the surrounding fluid on the response of a spring-mass system is studied. A submerged rigid cylinder, which may be considered as the model of a bridge pier, is subjected to a sinusoidal excitation. The hydrodynamic force acting on the cylinder is calculated analytically.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Abramowitz, M., and Stegun, I.A., (editors), Handbook of Mathematical Functions, Dover Publ., New York, 1965.
Chopra, A., Dynamics of Structures, A Primer, EERI, California, 1981
Lamb, H., Hydrodynamics, Dover Publ., 6 th edn., New York, 1945.
Redwood, M., Mechanical Waveguides, Pergamon Press, Oxford, I960.
Temkin, S., Elements of Acoustics, John Wiley and Sons, New York, 1981.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1984 Martinus Nijhoff Publishers
About this chapter
Cite this chapter
Akkaş, N., Yilmaz, Ç. (1984). Fluid-Structure Interaction in Analysis of Bridge Piers. Part I : Theoretical Preliminaries. In: Yilmaz, Ç., Wasti, S.T. (eds) Analysis and Design of Bridges. NATO ASI Series, vol 74. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-6122-7_10
Download citation
DOI: https://doi.org/10.1007/978-94-009-6122-7_10
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-009-6124-1
Online ISBN: 978-94-009-6122-7
eBook Packages: Springer Book Archive