Research Article
Experimental and Analytical Study of Slender Reinforced Concrete Shear Wall under Cyclic In-Plane Lateral Load
Table 7
Dodd-Restrepo steel model parameters.
| | Parameter | Value | Units |
| | Modulus of elasticity, | 228180 | MPa | | Yield strength, | 418,547 | MPa | | Stress at peak load, | 578,592 | MPa | | Strain at initiation of strain hardening curve, | 0,01605 | — | | Strain at peak load, | 0,105 | — | | Strain at the intermediate point on of strain hardening curve, | 0,06052 | — | | Stress at the intermediate point on of strain hardening curve, | 525,042 | MPa | | Specific weight | 78 | KN/m3 |
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