Fig. 12From: A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced ConcreteDisplacement predictions from SDOF analysis for UHPFRC columns (Note CRC means UHPFRC); a DIF = 1.14 vs. 1.4, b hinge length, L p  = d vs. 0.5d (Aoude et al. 2015).Back to article page