A Constitutive Model for High Damping Rubber Bearings

Author:

Sano` T.1,Di Pasquale G.1

Affiliation:

1. ANPA-DISP, Via Vitaliano Brancati 48, 00144 Rome, Italy

Abstract

Abstract Some simplified 1-degree-of-freedom (1-dof) constitutive models suitable for the simulation of high damping rubber bearings are analyzed. The well-known equivalent elastic and bilinear models are compared with a version of the Davidenkov-Martin law modified by the authors. The seismic behavior of an isolated structure is analyzed using the different models and the results are compared. The predictions obtained by means of the proposed law are also compared with experimental snap-back test results.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference11 articles.

1. Bonacina, G., Zola, M., and Casirati, M., 1989, “Prove dinamiche su isolatori elastomerici ad elevato smorzamento,” Doc. ISMES Spa REL-DPD 775/89.

2. Fujita, T., 1989, “Seismic Isolation Rubber Bearings for Nuclear Facilities,” Proceedings, SMiRT 10 Post Conference Seminar, San Francisco, CA, Aug.

3. Giuliani, G. C, 1989, “Structural and Practical Requirements for the Design of Seismically Isolated Buildings,” Proceedings, International Meeting on Base Isolation and Passive Energy Dissipation, Assisi, Universita` degli Studi Di Perugia, pp. 15.01–15.17.

4. Kausel E. , and Roe¨ssetJ. M., 1984, “Soil Amplification: Some Refinements,” Soil Dynamics and Earthquake Engineering, Vol. 3, No. 3, pp. 116–123.

5. Kelly J. M. , 1990, “Base Isolation: Linear Theory and Design,” Earthquake Spectra, Vol. 6, No. 2, pp. 223–244.

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