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An experimental study was conducted to investigate the feasibility of a proposed rapid repair technique for severely earthquake-damaged bridge piers with flexural-shear failure mode.Six circular pier specimens were first tested to severe damage in flexural-shear mode and repaired using early-strength concrete with high-fluidity and carbon fiber reinforced polymers (CFRP).After about four days,the repaired specimens were tested to failure again.The seismic behavior of the repaired specimens was evaluated and compared to the original specimens.Test results indicate that the proposed repair technique is highly effective.Both shear strength and lateral displacement of the repaired piers increased when compared to the original specimens,and the failure mechanism of the piers shifted from flexural-shear failure to ductile flexural failure.Finally,a simple design model based on the Seible formulation for post-earthquake repair design was compared to the experimental results.It is concluded that the design equation for bridge pier strengthening before an earthquake could be applicable to seismic repairs after an earthquake if the shear strength contribution of the spiral bars in the repaired piers is disregarded and 1.5 times more FRP sheets is provided.