Comparative Study on Vibration Control of a Scaled Bridge Using Fail-Safe Magneto-Rheological Fluid Dampers

Author:

Liu Yanming12345,Gordaninejad Faramarz12345,Evrensel Cahit A.12345,Wang Xiaojie12345,Hitchcock Gregory12345

Affiliation:

1. Research Assistant Professor, Dept. of Mechanical Engineering, Univ. of Nevada, Reno, NV 89557.

2. Professor, Dept. of Mechanical Engineering, Univ. of Nevada, Reno, NV 89557 (corresponding author).

3. Associate Professor, Dept. of Mechanical Engineering, Univ. of Nevada, Reno, NV 89557.

4. Postdoctoral Fellow, Dept. of Mechanical Engineering, Univ. of Nevada, Reno, NV 89557.

5. Chief Engineer, Advanced Materials and Devices, Inc., 4451 Lynnfield Way, Reno, NV 89509.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. ACTIVE TENDON CONTROL OF CABLE-STAYED BRIDGES

2. A Kalman filter approach for galloping control of a bridge tower

3. Semi-active, fail-safe magneto-rheological fluid dampers for mountain bicycles

4. Carlson D. and Spencer B. F. (1996). “Magneto-rheological fluid dampers for semi-active seismic control.” Proc. 3rd International Conf. on Motion and Vibration Control Chiba Japan Vol. 3 35–40.

5. Carlson J. D. Catanzarite D. M. and St. Clair K. A. (1995). “Commercial magneto-rheological fluid devices.” Proc. 5th Int. Conf. ER Fluids MR Fluids and Associated Technology Sheffield United Kingdom 20–28.

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