TECHNICAL PAPERS
Sep 1, 1991

Fractional‐Derivative Maxwell Model for Viscous Dampers

Publication: Journal of Structural Engineering
Volume 117, Issue 9

Abstract

A fractional‐derivative Maxwell model is proposed for viscous dampers, which are used for vibration isolation of piping systems, forging hammers, and other industrial equipment, as well as for vibration and seismic isolation of building structures. The development and calibration of the model is based on experimentally observed dynamic characteristics. The proposed model is validated by dynamic testing and very good agreement between predicted and experimental results is obtained. Numerical algorithms for the solution of the constitutive relation in either the frequency or the time domain are presented. Some analytical results for a single‐degree‐of‐freedom viscodamper system are presented. These results are useful to the design of vibration‐isolation systems. Furthermore, an equivalent viscous oscillator is defined whose response is essentially the same as that of the viscodamper isolator. Finally, the model is employed in the analysis of a base‐isolated model structure that has been tested on a shake table.

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References

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Bagley, R. L., and Torvic, P. J. (1983). “Fractional calculus—a different approach to the analysis of viscoelastically damped structures.” AIAA J., 21(5), 741–748.
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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 117Issue 9September 1991
Pages: 2708 - 2724

History

Published online: Sep 1, 1991
Published in print: Sep 1991

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Authors

Affiliations

Nicos Makris
Res. Asst., Dept. of Civ. Engrg., School of Engrg. and Appl. Sci., 212 Ketter Hall, State Univ. of New York, Buffalo, NY 14260
M. C. Constantinou, Associate Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., School of Engrg. and Appl. Sci., 212 Ketter Hall, State Univ. of New York, Buffalo, NY

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