Research Article
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 |
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