Study for Ductility of R.C.L-shaped Columns of Different Rangement of Reinforcement
Ling Guo-fei
Abstract
Ling Guo-fei
Abstract
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.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
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.
Key concepts: Reinforcement, Ductility (Earth science), Structural engineering, Materials science, Composite material, Reinforced concrete, Engineering, Creep