TECHNICAL PAPERS
Dec 1, 2005

Nonlinear Model for Lead–Rubber Bearings Including Axial-Load Effects

Publication: Journal of Engineering Mechanics
Volume 131, Issue 12

Abstract

Existing models for isolation bearings neglect certain aspects of their response behavior. For instance, rubber bearings have been observed to decrease in stiffness with increasing axial load, and soften in the vertical direction at large lateral deformations. The yield strength of lead–rubber bearings has also been observed to vary with axial load, such that a lightly loaded bearing may not achieve its theoretical strength. Models that include these axial-load effects in lead–rubber bearings are developed by extending an existing linear two-spring model to include nonlinear behavior. The nonlinearity includes an empirical equation for the experimentally observed variation of yield strength. For numerical implementation, the bearing forces are found by solving the nonlinear equilibrium and kinematic equations using Newton’s method, and the instantaneous bearing stiffness matrix is formed from the differentials of these equations. The response behavior of the models is confirmed by comparison with experimental data.

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Acknowledgment

The writers are grateful for the funding of this research contributed by a California state grant.

References

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Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 131Issue 12December 2005
Pages: 1270 - 1278

History

Received: Sep 14, 2004
Accepted: Jan 26, 2005
Published online: Dec 1, 2005
Published in print: Dec 2005

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Notes

Note. Associate Editor: Hayder A. Rasheed

Authors

Affiliations

Keri L. Ryan, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, 4110 Old Main Hill, Utah State Univ., Logan, UT 84322-4110 (corresponding author). E-mail: [email protected]
James M. Kelly, M.ASCE [email protected]
Professor Emeritus, Pacific Earthquake Engineering Research Center (PEER), Univ. of California at Berkeley, 1301 S 46th St., Richmond, CA 94804-4698. E-mail: [email protected]
Anil K. Chopra, M.ASCE [email protected]
Johnson Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Berkeley, Berkeley, CA 94720-1710. E-mail: [email protected]

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