Pushover Method on Seismic Behavior of RC Frames Strengthened by CFRP Sheets
Bu Wang
Abstract
Bu Wang
Abstract
According to the frames' anti-seismic requirement of Chinese building codes and the pseudo-static tests of RC interior beam-column joints and frames upgraded by CFRP sheets, the capacity spectrum analysis methods has been used in our frames including different retrofit methods of CFRP sheets to evaluate the seismic performance of strengthened frames under maximum earthquake response and give reference index for design practice.
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.
According to the frames' anti-seismic requirement of Chinese building codes and the pseudo-static tests of RC interior beam-column joints and frames upgraded by CFRP sheets, the capacity spectrum analysis methods has been used in our frames including different retrofit methods of CFRP sheets to evaluate the seismic performance of strengthened frames under maximum earthquake response and give reference index for design practice.
Key concepts: Structural engineering, Seismic analysis, Engineering, Column (typography), Beam (structure), Reinforced concrete, Frame (networking), Response spectrum