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

Table 2

Material parameters of noncorroded members.

Concrete (C30)	(MPa)	(MPa)	(MPa)	(MPa)
	30	24	2.4	24595.2
Longitudinal reinforcement (HRB335)	(MPa)	(MPa)		(MPa)
	335	455	0.15	200000