Mathematical Problems in Engineering / 2017 / Article / Tab 6

Research Article

Experimental and Analytical Study of Slender Reinforced Concrete Shear Wall under Cyclic In-Plane Lateral Load

Table 6

Bilinear steel model parameters.


Modulus of elasticity, 228180MPa
Postyield modulus, 1551,33MPa
Yield strength, 418,547MPa
Strain hardening parameter, 0,00679
Fracture/buckling strain0,1
Specific weight78KN/m3

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