Abstract: This paper demonstrates that the two so-called “conceptual errors” which are claimed to exist in the modified compression field theory are actually conceptual errors about the modified compression field theory.

Abstract: Increasing interest in the use of fiber-reinforced polymer (FRP) reinforcement for reinforced concrete structures has made it clear that insufficient information about the shear performance of such members is currently ...

Abstract: Sectional shear models for slender reinforced concrete members developed by several research groups differ in the treatment of longitudinal reinforcement details when evaluating one-way shear capacity. Some models relate ...