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Lateral Load Behavior and Modeling of Shear-Dominant RC Walls for Performance-Based Design
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  Experiment-1: Rectangular Wall section - Aspect Ratio = 2.0, Axial Load P = 10%Agf'c, and Wall Shear Stress = 3.8 roots f'c. (RW-A20-P10-S38)
Dates: July 11, 2011 - July 12, 2011
Description: Specimen RW-A20-P10-S38, subjected to combined constant axial load and reversed cyclic lateral loading, was tested. The wall has rectangular cross section with aspect ratio of 2.0, design axial load of 10%Agf'c, and design average shear stress of 3.8...
Facility: University of California, Los Angeles, CA, United States


  Experiment-2: Rectangular Wall section - Aspect Ratio = 2.0, Axial Load P = 10%Agf'c, and Wall Shear Stress = 6.3 roots f'c. (RW-A20-P10-S63)
Dates: July 27, 2011 - August 04, 2011
Description: Specimen RW-A20-P10-S63, subjected to combined constant axial load and reversed cyclic lateral loading, was tested. The wall has rectangular cross section with aspect ratio of 2.0, design axial load of 10%Agf'c, and design average shear stress of 6.3...
Facility: University of California, Los Angeles, CA, United States


  Experiment-3: Rectangular Wall section - Aspect Ratio = 1.5, Axial Load P = 10%Agf'c, and Wall Shear Stress = 5.1 roots f'c. (RW-A15-P10-S51)
Dates: August 19, 2011 - August 19, 2011
Description: Specimen RW-A15-P10-S51, subjected to combined constant axial load and reversed cyclic lateral loading, was tested. The wall has rectangular cross section with aspect ratio of 1.5, design axial load of 10%Agf'c, and design average shear stress of 5.1...
Facility: University of California, Los Angeles, CA, United States


  Experiment-4: Rectangular Wall section - Aspect Ratio = 1.5, Axial Load P = 10%Agf'c, and Wall Shear Stress = 7.8 roots f'c. (RW-A15-P10-S78)
Dates: October 07, 2011 - October 07, 2011
Description: Specimen RW-A15-P10-S78, subjected to combined constant axial load and reversed cyclic lateral loading, was tested. The wall has rectangular cross section with aspect ratio of 1.5, design axial load of 10%Agf'c, and design average shear stress of 7.8...
Facility: University of California, Los Angeles, CA, United States


  Experiment-5: Rectangular Wall section - Aspect Ratio = 1.5, Axial Load P = 2.5%Agf'c, and Wall Shear Stress = 6.4 roots f'c. (RW-A15-P2.5-S64)
Dates: October 24, 2011 - October 24, 2011
Description: Specimen RW-A15-P2.5-S64, subjected to combined constant axial load and reversed cyclic lateral loading, was tested. The wall has rectangular cross section with aspect ratio of 1.5, design axial load of 2.5%Agf'c, and design average shear stress of 6...
Facility: University of California, Los Angeles, CA, United States
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