Experimental investigation on performance of cantilever CFRP-wrapped circular RC columns under lateral low-velocity impact

Engineering

• Experimental Investigation 100%
• Impact Velocity 100%
• Seismic Retrofit 100%
• Experimental Result 50%
• Bridge Piers 50%
• Failure Mechanism 50%
• Steel Bar 50%
• Bending Capacity 50%
• Effective Solution 50%
• Beneficial Effect 50%
• Axial Load 50%
• Impact Loads 50%
• Negligible Effect 50%
• Impact Damage 50%