Influence of Opening Locations on the Structural Response of Shear Wall

Table 1

Material property of RC shear wall.

Material property	Magnitude
Young’s modulus of concrete	2.7 × 10^10 kN/m^2
Young’s modulus of steel	2.0 × 10^11 kN/m^2
Poisson’s ratio of concrete	0.100
Uniaxial compressive strength of concrete	30 × 10^6 kN/m^2
Tensile strength of concrete	3 × 10^6 kN/m^2
Ultimate crushing strain of concrete	0.0035
Yield stress of steel	50 × 10^7 kN/m^2
Tension stiffening coefficient (	0.6
Tension stiffening constant ()	0.0020