Research Article
Experimental and Analytical Study of Slender Reinforced Concrete Shear Wall under Cyclic In-Plane Lateral Load
Table 6
Bilinear steel model parameters.
| Parameter | Value | Units |
| Modulus of elasticity, | 228180 | MPa | Postyield modulus, | 1551,33 | MPa | Yield strength, | 418,547 | MPa | Strain hardening parameter, | 0,00679 | ā | Fracture/buckling strain | 0,1 | ā | Specific weight | 78 | KN/m3 |
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