Research Article
Experimental and Analytical Study of Slender Reinforced Concrete Shear Wall under Cyclic In-Plane Lateral Load
Table 8
Menegotto-Pinto steel model parameters.
| | Parameter | Value | Units |
| | Modulus of elasticity, | 228180 | MPa | | Yield strength, | 418,547 | MPa | | Strain hardening parameter, | 0,00679 | — | | Transition curve initial shape parameter | 19,7 | — | | Transition curve shape calibrating coeff. | 18,5 | — | | Transition curve shape calibrating coeff. | 0,15 | — | | Isotropic hardening calibrating coeff. | 0 | — | | Isotropic hardening calibrating coeff. | 1 | — | | Fracture/buckling strain | 0,1 | — | | Specific weight | 78 | KN/m3 |
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