Seismic Performance of a Corroded Reinforce Concrete Frame Structure Using Pushover Method

Figure 8

Distribution of plastic hinges under the 1st modal load pattern. (a) 0% corrosion rate. (b) 5% corrosion rate. (c) 10% corrosion rate. (d) 18% corrosion rate.

(a)

(b)

(c)

(d)