TECHNICAL NOTES
Jul 1, 2007

Force-Deformation Behavior of Isolation Bearings

Publication: Journal of Bridge Engineering
Volume 12, Issue 4

Abstract

The isolation bearings are widely used in earthquake prone areas to protect the structure from seismic forces. The isolation bearing consists of an isolator to increase the natural period of the structure away from the high-energy periods of the earthquake, and a damper to absorb energy in order to reduce the seismic force. The most common isolation bearings used are lead–rubber bearings. They combine the function of isolation and energy dissipation in a single compact unit, giving structural support, horizontal flexibility, damping, and a centering force in a single unit. The relation between the horizontal force and horizontal displacement of the isolation bearings is nonlinear; to calculate the stiffness and the damping constant, which correspond to effective design displacement, the nonlinear behavior is expressed by bilinear behavior. This technical note presents new relations to calculate yield force, horizontal displacement, and damping.

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References

AASHTO. (2004). LRFD standard specifications for highway bridges, 3rd Ed., Washington, D.C.
“Design specifications of highway bridges.” (1998). Seismic isolation design, seismic design technical memorandum, EED, PWRI, No. 9801, Part 5, Japan Road Association, 91–109.
Naeim, F., and Kelly, J. M. (1999). “Design of seismic isolated structures from theory to practice.” Mechanical characteristics and modeling of isolators, Wiley, New York, 93–121.
Skinner, R. I., Robinson, W. H., and Mc Verry, G. H. (1993). An introduction to seismic isolation Wiley, New York.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 12Issue 4July 2007
Pages: 527 - 529

History

Received: May 22, 2006
Accepted: Jul 14, 2006
Published online: Jul 1, 2007
Published in print: Jul 2007

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Authors

Affiliations

Pradeep Kumar T. V.
Research Scholar, Dept. of Earthquake Engineering, IIT Roorkee, Roorkee 247667, Uttaranchal State, India. E-mail: [email protected]
D. K. Paul
Professor and Head, Dept. of Earthquake Engineering, IIT Roorkee, Roorkee 247667, Uttaranchal State, India (corresponding author). E-mail: [email protected]

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