Study on Repaired Earthquake-Damaged Bridge Piers under Seismic Load

Table 1

Details of the specimens.

Specimen	Diameter (mm)	(MPa)	Reinforcement method
A	260	36.7	None
A-R	300	36.7	Steel tube jacketing
B	260	40.6	None
B-R	260	40.6	BFRP wrapping
C	260	40.8	None
C-R	260	40.8	CFRP wrapping