Shear Column - NEES

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UNR Previous Experiments• 1:3 Scale• φ=16’’ , L=72’’• 20 # 4 (ρ=0.020)• #2 @ 1.5’’ (spiral)• Axial load: 80 kips• Increasing El Centro (1/3, 2/3,1, 1.5, 2, 2.5, 3, 3.5, 4).• CALTRANS (1990’s s designprocedure).
OpenSees Results - Bi-directional3530Test uniaxialBase shear (Kips).25201510Model biaxial2.5 El Centro500 2 4 6 8 10Relative displacement (in)Does not include cross coupling.
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Shear Column - NEES

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