Linking Concrete Tensile Performance and Seismic Response of Fiber Reinforced Concrete Coupling Beam

Linking Concrete Tensile Performance and Seismic Response of Fiber Reinforced Concrete Coupling Beam

The proposed research is aimed at evaluating various types of fiber reinforced concretes (FRCs) for use in earthquake-resistant coupling beams in order to simplify reinforcement detailing by reducing reliance on diagonal and transverse reinforcement required for adequate seismic performance. The results of the research will support a code change allowing for the more efficient use of fiber reinforced concretes for coupling beams.