Reinforced Concrete Columns - MCEER

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Shear-Critical RC column Shear Hysteretic (forcedisplacement) Response w/ EPP shear-drift backbone ∆ Y ∆ SH ∆ AX EPP-predicted shear failure surface
Fabrication of RC Column Specimens Column Forms – plywood, 2x4’s 6” 2’-4 5/8” RC Col’n 1’-1 5/8” 1’-10”
Page 1 and 2: Performance of Existing Reinforced
Page 3 and 4: Research Background Mechanisms lead
Page 5 and 6: Simplified Model of RC Column One-t
Page 7 and 8: Design of Test Setup Gravity Load =
Page 9 and 10: RC Column Material & Geometry
Page 11 and 12: Capacity Models of RC Column Specim
Page 13 and 14: Capacity Models of RC Column Specim
Page 15 and 16: Moment-Curvature Response of Shear-
Page 17 and 18: Flexure Deformation Components: Lat
Page 19 and 20: Deformation Components: Shear Later
Page 21 and 22: Lateral Yield Deformation of RC col
Page 23 and 24: Deformation Components: Shear → A
Page 25 and 26: Deformation Components: Shear → A
Page 27: Damage Progression in Column - EPP
Page 31 and 32: Fabrication of RC Column Specimens
Page 33 and 34: Fabrication of RC Column Specimens
Page 35: Acknowledgments Research conducted

Reinforced Concrete Columns - MCEER

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