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

Table 2

Experimental and FEA results of specimens.

Specimen	(kN)	(kN)
DB50	42.6	39.2	7.9%
BR200	29.8	30.1	10.0%
BR203	39.1	39.8	1.8%
BR300	35.6	34.4	3.4%
BR301	38.9	37.2	4.3%
BR302	41.0	41.6	1.5%