Reinforced Concrete Columns - MCEER

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Deformation Components: Lateral Deflection Bar (Bond) Slip M M ∆ SL = [(39in)(0.375in)(70,000psi)(7.6*10 -4 in -1 )] / [8*6*√3000psi] = 0.2959 in
Deformation Components: Shear Lateral Deflection V V ∆ SH = [2(113,000lb-in)] / (1.53*10 6 )(29.26in 2 ) = 0.005048 in.
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: Flexure Deformation Components: Lat
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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