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NEES Project Warehouse

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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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)
Experiment Type: Large Scale
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 6.4 multiplied with square root of f'c (psi).
Dates: October 24, 2011 - October 24, 2011
Facility: University of California, Los Angeles, CA, United States
Equipment: View Details
Specimen Type: Rectangular Wall
Material: Wall Wall (view)
Sensors: Sensors
Drawings: more...
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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 = 2.5%Agf'c, and Wall Shear Stress = 6.4 roots f'c. (RW-A15-P2.5-S64)", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3SQ8QH99