Quantifying damage in the steel shims of seismic isolation rubber bearings due to support rotation

Author:

Kalfas Konstantinos N.1,Mitoulis Stergios A.2,Konstantinidis Dimitrios3

Affiliation:

1. Southern Methodist University, Dept. of Civil and Environmental Engineering, Dallas, TX, USA

2. University of Surrey, Faculty of Engineering and Physical Sciences, Guildford, Surrey, UK‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌

3. University of California Berkeley, Dept. of Civil and Environmental Engineering, Berkeley, CA, USA

Abstract

<p>Seismic isolation is an effective technique for mitigating the earthquake movements on important infrastructures such as bridges and hospitals. Rubber bearings are one of the most common seismic isolation devices used for the protection of critical infrastructure assets. Isolators are critical elements of an isolated structure, and as such, they should experience limited, if any, damage during earthquake shaking. Damage associated with yielding of the reinforcing steel shims in seismic isolation rubber bearings has received limited attention in the literature. This study investigates the effect of the steel reinforcement characteristics on the behavior of rubber bearings under combined axial load, shear displacement, and rotation. The potential damage of the steel shims and the rubber bearings under design-level lateral loads is investigated using a damage index, <i>r</i>pl, and a damage factor, <i>Ω</i>, respectively, with emphasis placed on the thickness of steel shims.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference21 articles.

1. Kalfas K.N., Mitoulis S.A., and Katakalos K. Numerical Study on the Response of Steel- Laminated Elastomeric Bearings Subjected to Variable Axial Loads and Development of Local Tensile Stresses. Engineering Structures. 2017; 134: 346–357.

2. Kalfas K.N., Mitoulis S.A., and Katakalos K. Numerical Study on Bridge Elastomeric Bearings Subjected to Large Shear Strains with Emphasis on Local Tension. In Proc., 16th World Conf. on Earthquake Engineering. Tokyo: International Association for Earthquake Engineering; 2017.

3. Naeim, Farzad & James M. Kelly "Design of Seismic Isolated Structures", pp. 290

4. Forcellini D., Mitoulis S.A., and Kalfas K.N. Study on the Response of Elastomeric Bearings with 3D Numerical Simulations and Experimental Validation. In Proc., 6th Int. Conf. on Computational Methods in Structural Dynamics and Earthquake Engineering, 569–577. Rhodes Island, Greece; 2017.

5. Kelly J.M., and Takhirov S.M. Experimental Study of Steel Reinforced Rubber Bearings with Various Shim Thicknesses. In Proc., SEM X Int. Congress and Exposition on Experimental and Applied Mechanics, 7–10. Bethel, CT: Society for Experimental Mechanics; 2004.

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