Mathematical Problems in Engineering / 2017 / Article / Tab 4

Research Article

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

Table 4

Unconfined concrete properties.

ParameterValueUnits

Compressive strength, 21,75MPa
Tensile strength, 2,175MPa
Modulus of elasticity, 21919,59MPa
Strain at peak stress, 0,0025
Specific weight, ϒ24KN/m3

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