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Lateral Load Behavior and Modeling of Shear-Dominant RC Walls for Performance-Based Design

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The project contains 5 curated and public experiments.

Complete - 03/03/2014

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Experiment Title Date Completed
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Documentation Data Generated Curation Viewable DOI/Citation
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) 07-12-2011 Equipment Report Materials Drawings Sensors Unprocessed_Data Complete Public 10.4231/D39P2W620
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) 08-04-2011 Equipment Report Materials Drawings Sensors Unprocessed_Data Complete Public 10.4231/D35X25C8M
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) 08-19-2011 Equipment Report Materials Drawings Sensors Unprocessed_Data Complete Public 10.4231/D3251FK4S
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) 10-07-2011 Equipment Materials Unprocessed_Data Complete Public 10.4231/D3XG9FB32
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) 10-24-2011 Equipment Materials Unprocessed_Data Complete Public 10.4231/D3SQ8QH99