Effect of the location and width of CFRP bands on eccentrically compressed CFRP band-confined ssrc columns

The effectiveness of FRP in retrofitting/strengthening existing steel reinforced concrete (SRC) structures has been widely recognized. This paper compares the performance of SSRC columns without and with different CFRP bands to examine the effect of the location and width of CFRP bands on the performance of CFRPBC-SSRC.