Mathematical Problems in Engineering / 2017 / Article / Tab 8

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.


Modulus of elasticity, 228180MPa
Yield strength, 418,547MPa
Strain hardening parameter, 0,00679
Transition curve initial shape parameter19,7
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 strain0,1
Specific weight78KN/m3

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