Vf	volume fraction of steel fiber
lf	length of steel fiber
df	equivalent diameter of steel fiber
λf	characteristic value of fiber content
βv	influence coefficient of steel fiber on shear capacity
b	width of beam section
h 0	effective depth of beam section
ρsv	stirrup ratio
f c	compression strength of prism specimen at 28 days
f ts	splitting tensile strength of cylinder specimen at 28 days
ft	tensile strength of SFRC without considering the effect of steel fiber
Ec	elastic modulus of concrete
fyv	yield strength of stirrup
Asv	section area of stirrup in shear span
s	stirrup spacing
λ	shear span ratio
Vu ,exp	shear capacity measured from the experiment
Vu ,CECS	shear capacity calculated by CECS38:2004
Vu ,ACI	shear capacity calculated by ACI544.4R
Vu ,Modified	shear capacity calculated by the modified equation of CECS38:2004
Vcf	shear force provided by SFRC
Vs	shear force provided by the stirrup
α	influence coefficient of stirrup ratio on the Vcf