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Framework for Development of Hybrid Simulation in an Earthquake Impact Assessment Context
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  Experiment-1: Demonstration of hybrid fragility modules of NISRAF using Burbank building
Dates: May 03, 2010 - August 31, 2010
Description: A method for fragility curves generation based on hybrid simulation results along with the calibrated analytical response, is proposed and implemented in NISRAF. An analytical verification (fragility curves based on multiplatform simulation) is presented...
Facility: University of Illinois at Urbana-Champaign, IL, United States
Test Setup for hybrid simulation experiment

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  Experiment-2: Cyclic Test of Bridge Pier Specimen of the Meloland Road Overcrossing (MRO) Bridge
Dates: January 02, 2011 - January 12, 2011
Description: For the purpose of calibrating the pier model, a cyclic test is conducted with one of the 1/25th scale RC pier specimens. The lateral load is defined by 8 drift ratios, including 0.5%, 1%, 2%, 3%, 4%, 5%, 6% and 7%. Each drift level is repeated for 3...
Facility: University of Illinois at Urbana-Champaign, IL, United States
Cyclic test setup

 Launch

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  Experiment-3: Hybrid simulation experiments for the MRO Bridge
Dates: January 22, 2011 - January 30, 2011
Description: The MRO Bridge is divided into three substructures, including the deck-abutment-embankment module, the pier module and the pile foundation module, in which the pier substructure is tested experimentally while the other two are simulated analytically...
Facility: University of Illinois at Urbana-Champaign, IL, United States
Hybrid simulation setup

 Launch

1 Interactive Files
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