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Lateral Load Behavior and Modeling of Shear-Dominant RC Walls for Performance-Based Design
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The experiment contains sensor data, metadata, and required documentation. The experiment report is part of the final report uploaded to the project level.

Complete - 03/03/2014

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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)
Experiment Type: Large Scale
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 multiplied with square root of f'c (psi).
Dates: July 11, 2011 - July 12, 2011
Facility: University of California, Los Angeles, CA, United States
Equipment: View Details
Specimen Type: Rectangular Wall
Material: Wall Wall (view)
Sensors: Sensor Layout
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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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 = 2.0, Axial Load P = 10%Agf'c, and Wall Shear Stress = 3.8 roots f'c. (RW-A20-P10-S38)", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D39P2W620