Impact absorbing damper to suppress bridge vibration at joints
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Détails bibliographiques
Auteur(s): |
Toshikazu Osafune
Shunichi Nakamura Katsunori Tanaka |
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Médium: | papier de conférence | ||||
Langue(s): | anglais | ||||
Conférence: | IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010 | ||||
Publié dans: | IABSE Symposium Venice 2010 | ||||
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Page(s): | 316-317 | ||||
Nombre total de pages (du PDF): | 8 | ||||
Année: | 2010 | ||||
DOI: | 10.2749/222137810796024745 | ||||
Abstrait: |
Noise and vibration emit when a large lorry passes the expansion joints on road bridges, causing serious environmental problems. Field measurements were conducted on the road bridge, showing that the dominant frequency was 13.3Hz when vehicles ran over the joints. A new type of damper, the impact absorbing damper based on momentum exchanging mechanism, has been proposed to suppress the vibration occurred at the expansion joints. This damper system consists of the contact device between the RC slab and the additional mass with springs and oil dampers. When the vehicle wheel hits the expansion joints, the impact force is directly transferred to the attached mass through the contact device due to the momentum exchanging property, and then the energy produced by impact forces are dissipated by the oil dampers. Parametric experimental studies were conducted using a model consisting of the damper system and the RC slab which was impacted by a free-fall weight. The tests show optimum values of consisting elements of this damping system, such as materials of the contact device, mass ratio of the additional mass, damping ratio, spring constants and impact forces. Then, the impact absorbing dampers were installed in an actual bridge, and its suppression effect was measured. The model and field tests show that the new damper system is feasible and effective in reducing the vibration and noise levels. |
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Mots-clé: |
pont-route joints de chaussées
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