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Experimental Research on an Assembled Steel Damping Device with the Large Temperature Displacement

 Experimental Research on an Assembled Steel Damping Device with the Large Temperature Displacement
Autor(en): ,
Beitrag für IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019, veröffentlicht in , S. 291-294
DOI: 10.2749/newyork.2019.0291
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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 i...
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Bibliografische Angaben

Autor(en): (Tongji University)
(Tongji University)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019
Veröffentlicht in:
Seite(n): 291-294 Anzahl der Seiten (im PDF): 4
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.