An Experimental Study on Hybrid Noncompression CF Bracing and GF Sheet Wrapping Reinforcement Method to Restore Damaged RC Structures

Table 4

The load-carrying capacity of the columns calculated according to JBDPA [3].

Specimens	Axial force; (kN)	Ultimate flexural strength; (kN⋅m)	Shear force at the point of ultimate flexural failure; (kN)	Ultimate shear strength; (kN)	Ultimate lateral load-carrying capacity; (kN)
SF-0	187.5	144.9	193.2	110.8	110.8 (221.6)

The ultimate lateral load-carrying capacities of the two columns are shown in parentheses.