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- W2353176103 abstract "The experimental research is based on an interchange engineering of a city,where two scale models of bridge pier are built.Pseudo-static test is conducted to damage the scale model and strengthened the model with CFRP.The hysteretic curve,skeleton curve,stiffness degradation curve and energy dissipation coefficient curve of the scale model and strengthened model are analyzed.The experimental research shows that the seismic performance of bridge pier model can be recovered under the CFRP strengthening technology,and the capacity even can be enhanced.The strengthening effect is obvious." @default.
- W2353176103 created "2016-06-24" @default.
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- W2353176103 date "2013-01-01" @default.
- W2353176103 modified "2023-09-26" @default.
- W2353176103 title "Experimental Research on Seismic Performance of Strengthening Damaged Bridge Pier with CFRP" @default.
- W2353176103 hasPublicationYear "2013" @default.
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