Experimental Research on an Assembled Steel Damping Device with the Large Temperature Displacement
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Bibliografische Angaben
| Autor(en): |
Hao Gao
(Tongji University)
Junjie Wang (Tongji University) |
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| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019 | ||||
| Veröffentlicht in: | The Evolving Metropolis | ||||
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| Seite(n): | 291-294 | ||||
| Anzahl der Seiten (im PDF): | 4 | ||||
| DOI: | 10.2749/newyork.2019.0291 | ||||
| Abstrakt: |
The cylinder-shaped damper is proved reliable in mechanical performance and every single-body can simultaneously provide bi-directional damping force. In order to take advantage of these benefits in the long- span bridge, an assembled steel damping device is developed in this paper. A fluid lock-up device is connected in series with a cylinder-shaped steel damper, which can meet the requirement of girders stretch out and draw back freely for large displacements under temperature load, and can control the bi-directional seismic vibration of the structure under earthquake load. A series of quasi-static tests were carried out on the steel damper, the fluid lock-up device and the assembled device. The test results show that a low force is generated to allow unrestricted motion at low translational speeds. Yet, when a transient event occurs, the lock-up device activates, and the steel damper can exhibit good hysteretic behavior due to its plastic deformation. |
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