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- W3034905796 abstract "FRP is widely used due to its good performance in seismic reinforcement of structures. The reinforcement effect was evaluated by analyzing the vulnerability of the bridge before and after FRP reinforcement. At present, most of the rigorous analysis of bridge FRP seismic reinforcement is carried out, and the vulnerability analysis of FRP after seismic reinforcement is relatively rare. Taking a 4-span continuous beam bridge as an example, OpenSees is used to establish a finite element model of the reinforced bridge and the unreinforced bridge. The Pushover method and the IDA method were used to analyze the seismic capacity and seismic demand of the structure to obtain the seismic vulnerability curve before and after reinforcement." @default.
- W3034905796 created "2020-06-19" @default.
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- W3034905796 date "2020-01-01" @default.
- W3034905796 modified "2023-09-25" @default.
- W3034905796 title "Seismic Performance Evaluation of FRP-Reinforced Beam Bridges Based on Vulnerability" @default.
- W3034905796 doi "https://doi.org/10.1109/icitbs49701.2020.00077" @default.
- W3034905796 hasPublicationYear "2020" @default.
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