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Damage Detection of Reinforced Concrete Columns Subjected to Combined Actions
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Performance of smart aggregates under combined reversed cyclic loading (1)
Dates: September 23, 2008 - September 23, 2010
Description: Objective: To test the effectiveness of the proposed piezoceramic-based approach for the structural health monitoring of reinforced concrete columns under reversed cyclic loading.
Experimental ...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-2: Performance of smart aggregates under combined reversed cyclic loading (2)
Dates: May 09, 2008 - June 09, 2009
Description: Objective: To further test the effectiveness of the proposed piezoceramic-based approach for the structural health monitoring of reinforced concrete columns under reversed cyclic loading.
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-3: Health monitoring of circular reinforced concrete columns under seismic excitation (1)
Dates: June 03, 2009 - June 05, 2010
Description: Objective: to explore the multi-functionality of smart aggregate especially the structural health monitoring of circular RC column in the shake table test. The smart aggregate will be used to perform dynamic seismic response detection, structural health...
Facility: University of Nevada-Reno, NV, United States


  Experiment-4: Health Monitoring of circular reinforced concrete columns under seismic excitation (2)
Dates: July 06, 2009 - July 07, 2009
Description: Objective: to further explore the multi-functionality of smart aggregate especially the structural health monitoring of circular RC column in the shake table test. The smart aggregate will be used to perform dynamic seismic response detection, structural...
Facility: University of Nevada-Reno, NV, United States


  Experiment-5: Health monitoring of interlocking reinforced concrete columns under seismic excitation (1)
Dates: September 10, 2009 - September 11, 2009
Description: Conclusion: The structural health monitoring results show that transmitted wave attenuated at different frequency ranges and the attenuation level is proportional to the damage severity. An attenuation matrix is developed based on the frequency responses...
Facility: University of Nevada-Reno, NV, United States


  Experiment-6: Health monitoring of interlocking reinforced concrete columns under seismic excitation (2)
Dates: September 24, 2009 - September 25, 2009
Description: Conclusion: The structural health monitoring results show that transmitted wave attenuated at different frequency ranges and the attenuation level is proportional to the damage severity. An attenuation matrix is developed based on the frequency responses...
Facility: University of Nevada-Reno, NV, United States


  Experiment-7: Performance of smart aggregates under pseudo-dynamic loading
Dates: May 03, 2012 - May 10, 2012
Description: Objective: To test the effectiveness of the proposed piezoceramic-based approach for the structural health monitoring of reinforced concrete columns under pseudo-dynamic loading.
Experimental setup: ...
Facility: University of Illinois at Urbana-Champaign, IL, United States
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