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

 Quantifying damage in the steel shims of seismic isolation rubber bearings due to support rotation
Auteur(s): , ,
Présenté pendant IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, publié dans , pp. 284-292
DOI: 10.2749/ghent.2021.0284
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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 is...
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Détails bibliographiques

Auteur(s): (Southern Methodist University, Dept. of Civil and Environmental Engineering, Dallas, TX, USA)
(University of Surrey, Faculty of Engineering and Physical Sciences, Guildford, Surrey, UK‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
(University of California Berkeley, Dept. of Civil and Environmental Engineering, Berkeley, CA, USA)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Publié dans:
Page(s): 284-292 Nombre total de pages (du PDF): 9
Page(s): 284-292
Nombre total de pages (du PDF): 9
DOI: 10.2749/ghent.2021.0284
Abstrait:

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, rpl, and a damage factor, Ω, respectively, with emphasis placed on the thickness of steel shims.

Mots-clé:
non-linéarité
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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