Fundamental Investigation on Seismic Retrofitting Method of Aging Concrete Structural Wall Using Carbon Fiber Sheet-Constitutive Law of Rectangular Section

Table 1

Test specimens.

Specimen	Dimension of concrete				CF sheet
	b (mm)	d (mm)	h (mm)	R (mm)	ρf (g/m^2)	pf (%)
C12-0	ϕ150		300	—	—	—
C12-2	ϕ150		300		200	0.148
C12-3	ϕ150		300		300	0.223
C12-4	ϕ150		300		400	0.296
C12-6	ϕ150		300		600	0.446
S12-0	150	150	300	15	—	—
S12-2	150	150	300		200	0.148
S12-3	150	150	300		300	0.223
S12-4	150	150	300		400	0.296
S12-6	150	150	300		600	0.446
S13-3	150	150	450		300	0.223
S12-3R	150	150	300	30	300	0.223
R22-2	150	300	300	15	200	0.148
R22-3	150	300	300		300	0.223
R23-3	150	300	450		300	0.223
R32-2	100	300	200		200	0.222
R32-3	100	300	200		300	0.334
R33-3	100	300	300		300	0.334
R42-2	100	400	200		200	0.222
R42-3	100	400	200		300	0.334
R43-3	100	400	300		300	0.334