Experimental Study on the Seismic Behaviour of Reinforced Concrete Bridge Piers Strengthened by BFRP Sheets

Figure 5

Failure characteristics of specimens: (a) NU-1; (b) NC-1 (c) NU-2; (d) LU-2; (e) NC-2.

(a)

(b)

(c)

(d)

(e)