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Experimental Testing of Controllable Damping Devices toward Extending the Lifespan of Existing Highway Bridges
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Real-Time Hybrid Simulation with Complex Bridge Model
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DOI:10.4231/D3BR8MG2J
Experiment Type: Hybrid Simulation
Description: The experiments with simplified bridge model provided a lot of insight about the performance of the MR dampers in controlling the highway bridges vibration, however, it cannot capture the behaviors such as local deformations and out of plane behavior. In this experiment, a detailed finite element bridge model with 263,178 DOF is developed and used as numerical component in real-time hybrid simulation by means of a proposed convolution integral method to further evaluate MR dampers performance on bridges.
Dates: March 10, 2011 to Present
Facility: Lehigh University, PA, United States
Equipment: View Details
Specimen Type: 200 kN MR damper (view)
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Tags (keywords):
  1. MR Dampers
  2. highway bridge
  3. Real-time hybrid simulation
Cite this work:
Zhaoshuo Jiang, Sung Jig Kim, Richard Christenson, Shelley Plude (2013). "Real-Time Hybrid Simulation with Complex Bridge Model", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3BR8MG2J