Research Article
Effect of Earthquake Ground Motion Duration on the Seismic Response of a Low-Rise RC Building
Table 2
Data required to generate the stress-strain curve of reinforcing steel.
| | | Value | Description |
| | 25 MPa | Modulus of elasticity | | 2 × 105 MPa | Yield strength | | 0.005 | Strain hardening parameter | | 20 | Transition curve initial shape parameter | | 18.50 | Transition curve shape calibrating coefficient | | 0.15 | Transition curve shape calibrating coefficient | | 0.00 | Isotropic hardening calibrating coefficient | | 1.00 | Isotropic hardening calibrating coefficient | | b | 0.1 | Fracture/buckling strain |
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