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Performance Evaluation of Semi-rigid Steel Frames Using Hybrid Simulation
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Beam Column Connection Cyclic Test 70% Web Angles
Dates: April 24, 2010 to Present
Description: Due to some technical problems associated with one of the LBCBs, cyclic testing of the 70% Mpbeam was not conducted.
Facility: University of Illinois at Urbana-Champaign, IL, United States


  HybridSimulation-1: Beam Column Connection Hybrid Simulation 30% Web Angles
Dates: October 16, 2009 - October 16, 2009
Description: This experiment is a hybrid simulation of a partial-strength semi-rigid frame with connection capacity that is 30% of the plastic moment capacity of the beam. The simulation utilized the large-scale Multi-Axial Full-scale Sub-Structured Testing and simulation...
Facility: University of Illinois at Urbana-Champaign, IL, United States


  HybridSimulation-2: Beam Column Connection Hybrid Simulation 70% Web Angles
Dates: August 04, 2010 - August 04, 2010
Description: This experiment is a hybrid simulation of a partial-strength semi-rigid frame with connection capacity that is 70% of the plastic moment capacity of the beam. The simulation utilized the large-scale Multi-Axial Full-scale Sub-Structured Testing and simulation...
Facility: University of Illinois at Urbana-Champaign, IL, United States


  HybridSimulation-3: Beam Column Connection Hybrid Simulation 50% Web Angles
Dates: December 09, 2009 - December 09, 2009
Description: This experiment is a hybrid simulation of a partial-strength semi-rigid frame with connection capacity that is 50% of the plastic moment capacity of the beam. The simulation utilized the large-scale Multi-Axial Full-scale Sub-Structured Testing and simulation...
Facility: University of Illinois at Urbana-Champaign, IL, United States


  Experiment-2: Beam Column Connection Cyclic Test 30% Web Angles
Dates: October 19, 2009 - October 19, 2009
Description: Cyclic testing completed for a period of 15 seconds of an earthquake. Cyclic tests are conducted to evaluate the post-earthquake behavior of the connection and its residual characteristics including stiffness, strength, and ductility. Cyclic tests are...
Facility: University of Illinois at Urbana-Champaign, IL, United States


  Experiment-3: Beam Column Connection Cyclic Test 50% Web Angles
Dates: December 08, 2009 - December 08, 2009
Description: Cyclic testing completed for a period of 15 seconds of an earthquake. Cyclic tests are conducted to evaluate the post-earthquake behavior of the connection and its residual characteristics including stiffness, strength, and ductility. Cyclic tests are...
Facility: University of Illinois at Urbana-Champaign, IL, United States
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