Study for Ductility of R.C.L-shaped Columns of Different Rangement of Reinforcement

A method for the nonlinear analysis of complete response process for ductility of R.C. columns subjected to biaxially eccentric loading is presented. According to analytical results of 3 kinds of different rangement of reinforcement, the ductile behavior of R.C. L-shaped columns are investigated, the design suggestions related to rangement of reinforcement are also proposed.