Seismic Behavior of RC Bridge Piers Locally Replaced with SFRC-FA Subjected to Torsion Combined with Axial Compression

Table 1

Parameters of the specimens on replacement region.

Column	C1	SF1	SF2	SF3	SF4	SF5
Lr (mm)	0	800	800	800	500	300
ρs (%)	0.686	0.686	0.432	0.343	0.686	0.686

L_r: the locally replaced length using SFRC-FA; ρ_s: the stirrup ratio of L_r.