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Lateral Load Behavior and Modeling of Shear-Dominant RC Walls for Performance-Based Design
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Complete - 03/03/2014

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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)
Experiment Type: Large Scale
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 multiplied with square root of f'c (psi).
Dates: October 07, 2011 - October 07, 2011
Facility: University of California, Los Angeles, CA, United States
Equipment: View Details
Specimen Type: Rectangular Wall
Material: Wall Wall (view)
Sensors: Sensors
LVDT Layout - Specimens 3-4-5.jpg   (Data File Not Found)
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Tags (keywords):
  1. reinforced concrete; structural wall; moderate-aspect ratio; nonlinear; cyclic
Cite this work:
Thien Tran, Alberto Salamanca, John Wallace (2014). "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)", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3XG9FB32