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NEES Project Warehouse

Full-Scale RC and HPFRC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: CI-4 RC Perimeter-Frame Column under Monotonic Push
Dates: November 08, 2012 - November 08, 2012
Description: A 28" x 36" cross-section reinforced concrete column with the clear height of 8'-10" subjected to an axial load equal to 10% of the gross concrete compression capacity was monotonically push until the lateral resistance of the specimen degraded to 30...
Facility: University of Minnesota-Twin Cities, MN, United States


  Experiment-2: CI-2 RC Perimeter-Frame Column under Symmetric Cyclic Loading (ACI 374)
Dates: December 05, 2012 - December 07, 2012
Description: A reinforced concrete column with a rectangular cross section of 36” x 28” and a clear height of 8’-10” was subjected to an axial load equal to 10% of the gross concrete compression capacity followed by a symmetric cyclic displacement reversals...
Facility: University of Minnesota-Twin Cities, MN, United States


  Experiment-3: C1-5 RC Perimeter-Frame Column under Symmetric Cyclic Followed by Monotonic Push
Dates: January 02, 2013 - January 03, 2013
Description: A reinforced concrete column with a rectangular cross section of 36” x 28” and a clear height of 8’-10” was subjected to an axial load equal to 10% of the gross concrete compression capacity followed by a symmetric cyclic displacement reversals...
Facility: University of Minnesota-Twin Cities, MN, United States


  Experiment-4: C1-6 RC Perimeter-Frame Column under Symmetric Cyclic Followed by Monotonic Push (Less Cycles)
Dates: January 17, 2013 - January 18, 2013
Description: A reinforced concrete column with a rectangular cross section of 36” x 28” and a clear height of 8’-10” was subjected to an axial load equal to 10% of the gross concrete compression capacity followed by a symmetric cyclic displacement reversals...
Facility: University of Minnesota-Twin Cities, MN, United States


  Experiment-5: CII-2 RC Space-Frame Column under Symmetric Cyclic Loading (ACI 374)
Dates: February 11, 2013 - February 12, 2013
Description: A reinforced concrete column with a square cross section of 28” x 28” and a clear height of 8’-10” was subjected to an axial load equal to 30% of the gross concrete compression capacity followed by a symmetric cyclic displacement reversals until...
Facility: University of Minnesota-Twin Cities, MN, United States


  Experiment-6: CI-1 RC Perimeter-Frame Column under Near Collapse Loading
Dates: March 04, 2013 - March 05, 2013
Description: A reinforced concrete column with a rectangular cross section of 36” x 28” and a clear height of 8’-10” was subjected to an axial load equal to 10% of the gross concrete compression capacity followed by a near collapse loading protocol until...
Facility: University of Minnesota-Twin Cities, MN, United States


  Experiment-7: CI-7 RC Perimeter-Frame Column under Bi-Axial Loading Protocol
Dates: April 03, 2013 - April 05, 2013
Description: A reinforced concrete column with a rectangular cross section of 36” x 28” and a clear height of 8’-10” was subjected to an axial load equal to 10% of the gross concrete compression capacity followed by a bi-axial ACI-374 symmetric cyclic displacement...
Facility: University of Minnesota-Twin Cities, MN, United States


  Experiment-8: CIII-2 UHPFRC Space-Frame Column under Symmetric Cyclic Loading (ACI 374)
Dates: April 24, 2013 - April 29, 2013
Description: A column made with ultra high performance fiber reinforced concrete (UHPFRC) with a square cross section of 28” x 28” and a clear height of 8’-10” was subjected to an axial load equal to 30% of the gross concrete compression capacity followed...
Facility: University of Minnesota-Twin Cities, MN, United States
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