Seismic Performance Analysis of FRP Reinforced Concrete Frame Structure
نویسندگان
چکیده
Based on the experimental study for seismic performance of FRP reinforced concrete beam-column joints, two-storey two-span plane frames were taken for examples, in which the static elastoplastic analysis (the pushover method) was carried on the joints of the FRP strengthened concrete frames, and then the comparative analysis was made on seismic performance of RFP strengthened frame structure through the calculated pushover curve, the distribution of plastic hinges, the target displacement and other parameters. The result showed that effective reinforcement for the beam-column joints may obviously improve overall seismic performance of frame structures.
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