Reinforced Concrete Columns - MCEER
Reinforced Concrete Columns - MCEER Reinforced Concrete Columns - MCEER
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08.04.2014
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RC Column Material & Geometry (cont.)
Capacity Models of RC Column Specimen: Axial Capacity Axial Capacity of undamaged RC column: P N = 0.85*f C ’*(A g – A SL ) + f YL* A SL ..where f C ’ concrete compressive strength, A g is the gross concrete area, A SL is the longitudinal reinforcement area, f YL is yield strength of longitudinal steel P N = 0.85*(3ksi)*[36in 2 -0.884in 2 ] + (70ksi)*(0.884in 2 ) P N = 151.43 kips
- 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: RC Column Material & Geometry
- 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 31 and 32: Fabrication of RC Column Specimens
- Page 33 and 34: Fabrication of RC Column Specimens
- Page 35: Acknowledgments Research conducted
RC Column Material & Geometry (cont.)
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