Reinforced Concrete Columns - MCEER

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Simplified Model of RC Column (cont.) M(x) RC Col’n M = 0 (hinge) M = M MAX (fixed) RC Col’n
Design of Test Setup Gravity Load = 10 kips Actuator / Seismic Load = 8.3 kips HINGE RC Col’n FIXED
Page 1 and 2: Performance of Existing Reinforced
Page 3 and 4: Research Background Mechanisms lead
Page 5: Simplified Model of RC Column One-t
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 and 28: Damage Progression in Column - EPP
Page 29 and 30: Fabrication of RC Column Specimens
Page 35: Acknowledgments Research conducted

Reinforced Concrete Columns - MCEER

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