Evaluation of Seismic Behaviors of Partially Deteriorated Reinforced Concrete Circular Columns Retrofitted with CFRP

Table 1

Details of specimens in FEA.

Specimen	(mm)	(mm)	(mm)	(MPa)	(MPa)	/()	(mm)
DB50	240	1300	—	52	—	0.1	—
BR200	240	1300	0–250	52	22	0.1	0
BR300	240	1300	0–250	52	31	0.1	0
BR301	240	1300	0–250	52	31	0.1	0.167
BR302	240	1300	0–250	52	31	0.1	0.334
BR203	240	1300	0–250	52	22	0.1	0.501