Experimental Research on an Assembled Steel Damping Device with the Large Temperature Displacement
|
Bibliographic Details
Author(s): |
Hao Gao
(Tongji University)
Junjie Wang (Tongji University) |
||||
---|---|---|---|---|---|
Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019 | ||||
Published in: | The Evolving Metropolis | ||||
|
|||||
Page(s): | 291-294 | ||||
Total no. of pages: | 4 | ||||
DOI: | 10.2749/newyork.2019.0291 | ||||
Abstract: |
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. |
||||
Keywords: |
Large temperature displacement cylinder-shaped steel damper fluid lock-up quasi-static test
|