Influence of Mullins and hardening effects of seismic isolation rubber bearings on the seismic response
|
|
|||||||||||
Détails bibliographiques
| Auteur(s): |
Hiroshi Shimmyo
(Kawakin Core-Tech Co., Ltd. Saitama, Japan)
Tolga Onal (Kawakin Core-Tech Co., Ltd. Saitama, Japan) Shozo Nakamura (Nagasaki University, Nagasaki, Japan) Kazuya Tokunaga (Nagasaki University, Nagasaki, Japan) |
||||
|---|---|---|---|---|---|
| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021 | ||||
| Publié dans: | IABSE Congress Ghent 2021 | ||||
|
|||||
| Page(s): | 1444-1452 | ||||
| Nombre total de pages (du PDF): | 9 | ||||
| DOI: | 10.2749/ghent.2021.1444 | ||||
| Abstrait: |
In the current Specifications for Highway Bridges of the Japan Road Association, a bilinear force- displacement relationship is recommended as the hysteresis loops of the seismic isolation rubber bearings for the dynamic structural analysis of seismically isolated bridges. However, it has been confirmed that the restoring force characteristics of the actual devices are different from the bilinear model due to the Mullins effect and the hardening phenomenon of the rubber under large shear strains. In this study, the effect of these two factors on the seismic response of a bridge is investigated through the dynamic analysis with the tri-linear double target model considering the factors. The parameters of the model are obtained from product test results of lead-plugged laminated rubber bearings and high-damping laminated rubber bearings. |
||||
| Copyright: | © 2021 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |
||||