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Collapse Simulation of Multi-Story Buildings Through Hybrid Testing
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  Experiment-6: Specimen 01: Steel cruciform specimen (pin configuration) subjected to in plane pseudo-static cyclic reverse lateral loading
Dates: August 20, 2012 - September 12, 2012
Description: This experiment is of a half-scale steel (ASTM A992 Grade 50) cruciform beam-column subassemblage comprised of a column and two half length beams at either end of the column. Specimen 1 uses the pinned-type enhanced gravity connection that was developed...
Facility: University of California, Berkeley, CA, United States


  Experiment-7: Specimen 02: Steel cruciform specimen (seat configuration) subjected to in plane pseudo-static cyclic reverse lateral loading.
Dates: October 19, 2012 - October 29, 2012
Description: This experiment is of a half-scale steel (ASTM A992 Grade 50) cruciform beam-column subassemblage comprised of a column and 2 half length beams at either end of the column. Specimen 2 uses the seated-type enhanced gravity connection that was developed...
Facility: University of California, Berkeley, CA, United States


  Experiment-8: Specimen 03: Steel cruciform specimen (seat configuration) with vertical loading subjected to in plane pseudo-static cyclic reverse lateral loading
Dates: November 09, 2012 - November 09, 2012
Description: This experiment is of a half-scale steel (ASTM A992 Grade 50) cruciform beam-column subassemblage comprised of a column and 2 half length beams at either end of the column. Specimen 3 uses the seated-type enhanced gravity connection that was developed...
Facility: University of California, Berkeley, CA, United States


  HybridSimulation-1: Hybrid simulation of 4 story frame to collapse using 1.5 story substructure
Dates: April 05, 2013 - April 09, 2013
Description: This experiment consists of a substructured hybrid simulation of a 4 story aluminum moment frame structure previously tested on the shaking table to collapse. The objective of the test was to verify the efficacy of new substructuring technique in being...
Facility: State University of New York at Buffalo, NY, United States


  HybridSimulation-2: Hybrid simulation of 4 story frame to collapse using 2.5 story substructure
Dates: September 18, 2012 - September 20, 2012
Description: This experiment consists of a substructured hybrid simulation of a 4 story steel moment frame structure previously tested on the shaking table to collapse. The objective of the test was to verify the efficacy of new substructuring technique in being...
Facility: State University of New York at Buffalo, NY, United States


  HybridSimulation-3: Hybrid simulation of 4 story frame to collapse: full frame test
Dates: November 09, 2012 - February 14, 2013
Description: This experiment consists of a hybrid simulation of a 4 story aluminum moment frame structure previously tested on the shaking table to collapse. The objective of the test was to verify the efficacy of hybrid simulation in being able to simulate structural...
Facility: State University of New York at Buffalo, NY, United States


  HybridSimulation-4: Hybrid simulation with numerical model updating
Dates: April 15, 2012 - April 30, 2012
Description: Hybrid simulation combines numerical and experimental methods for cost-effective, large-scale testing of structures under simulated earthquake loading. It is often assumed that a reliable model exists for the numerical substructures while the experimental...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-9: Single Column Test - Test #1 - Monotonic with Constant Axial Load
Dates: May 13, 2013 - May 17, 2013
Description: An experimental program that consists of six quasi-static and two hybrid tests was conducted to study and quantify the inelastic behavior of deep steel wide flange column sections up to collapse. The tests were performed on 1:8 scaled W36X652 column...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-10: Single Column Test - Test #2 - Monotonic with Variable Axial Load
Dates: June 17, 2013 - June 21, 2013
Description: An experimental program that consists of six quasi-static and two hybrid tests was conducted to study and quantify the inelastic behavior of deep steel wide flange column sections up to collapse. The tests were performed on 1:8 scaled W36X652 column...
Facility: State University of New York at Buffalo, NY, United States


  HybridSimulation-5: Specimen 03: Hybrid simulation of steel cruciform specimen (seat configuration) with vertical loading
Dates: November 25, 2013 - November 26, 2013
Description: This hybrid simulation consists of a physical and an analytical substructure tested using OpenSees and OpenFresco. The physical substructure is a half-scale steel (ASTM A992 Grade 50) cruciform beam-column subassemblage comprised of a column and 2 half...
Facility: University of California, Berkeley, CA, United States


  Experiment-11: Single Column Test - Test #3 - Cyclic with Symmetric Loading Histories With Trailing Cycles
Dates: July 08, 2013 - July 12, 2013
Description: An experimental program that consists of six quasi-static and two hybrid tests was conducted to study and quantify the inelastic behavior of deep steel wide flange column sections up to collapse. The tests were performed on 1:8 scaled W36X652 column...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-12: Single Column Test - Test#4 - Cyclic with Symmetric Loading Histories Without Trailing Cycles
Dates: July 08, 2013 - July 12, 2013
Description: An experimental program that consists of six quasi-static and two hybrid tests was conducted to study and quantify the inelastic behavior of deep steel wide flange column sections up to collapse. The tests were performed on 1:8 scaled W36X652 column...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-13: Single Column Test - Test#5 - Cyclic with Asymmetrical Loading Histories
Dates: July 15, 2013 - July 22, 2013
Description: An experimental program that consists of six quasi-static and two hybrid tests was conducted to study and quantify the inelastic behavior of deep steel wide flange column sections up to collapse. The tests were performed on 1:8 scaled W36X652 column...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-14: Single Column Test - Test#6 - Cyclic with Symmetric Loading Histories Followed by Monotonic Histories
Dates: July 23, 2013 - July 26, 2013
Description: An experimental program that consists of six quasi-static and two hybrid tests was conducted to study and quantify the inelastic behavior of deep steel wide flange column sections up to collapse. The tests were performed on 1:8 scaled W36X652 column...
Facility: State University of New York at Buffalo, NY, United States


  HybridSimulation-6: Specimen 04: Hybrid simulation of steel cruciform specimen (seat configuration) with vertical loading
Dates: December 10, 2013 - December 11, 2013
Description: This hybrid simulation consists of a physical and an analytical substructure tested using OpenSees and OpenFresco. The physical substructure is of a half-scale steel (ASTM A992 Grade 50) cruciform beam-column subassemblage comprised of a column and 2...
Facility: University of California, Berkeley, CA, United States


  HybridSimulation-7: Single Column Test - Test #7 - Hybrid Simulation through Collapse of a 1:8 Scale Exterior Steel Column Physical Substructure in a 20-Story Analytical Steel Moment Resisting Frame-ORIGINAL COLLAPSE TEST
Dates: September 09, 2013 - September 12, 2013
Description: In this study, two hybrid simulations were conducted in which a 1:8 scaled W36x652 exterior column that is part of a 20-story steel moment resisting frame was considered as the physical substructure. The three-actuator setup (small bearing machine) at...
Facility: State University of New York at Buffalo, NY, United States


  HybridSimulation-8: Single Column Test - Test #8 - Hybrid Simulation through Collapse of a 1:8 Scale Exterior Steel Column Physical Substructure in a 20-Story Analytical Steel Moment Resisting Frame- MODIFIED COLLAPSE TEST
Dates: September 13, 2013 - September 16, 2013
Description: In this study, two hybrid simulations were conducted in which a 1:8 scaled W36x652 exterior column that is part of a 20-story steel moment resisting frame was considered as the physical substructure. The three-actuator setup (small bearing machine) at...
Facility: State University of New York at Buffalo, NY, United States
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