Mathematical Problems in Engineering / 2017 / Article / Tab 7

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.


Modulus of elasticity, 228180MPa
Yield strength, 418,547MPa
Stress at peak load, 578,592MPa
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, 525,042MPa
Specific weight78KN/m3

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