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Advances in Civil Engineering
/
2021
/
Article
/
Tab 2
/
Research Article
Response of the Flat Reinforced Concrete Floor Slab with Openings under Cyclic In-Plane Loading
Table 2
Default parameters of the CDP model under compound stress [
10
].
Parameter
Value
Dilatation angle
36°
Eccentricity
0.1
f
bo
/f
co
(ratio of biaxial to uniaxial compressive strength)
1.16
Κ
0.667
Viscosity parameter
0