Table 1 Plastic damage parameters of concrete.
From: Seismic performance of monolithic shear walls with disjointed steel bars in the northern Shaanxi
Expansion angle | fb0/fc0 | eccentricity | K | Viscous parameter |
|---|---|---|---|---|
30 | 1.163 | 0.1 | 0.66667 | 0.005 |
From: Seismic performance of monolithic shear walls with disjointed steel bars in the northern Shaanxi
Expansion angle | fb0/fc0 | eccentricity | K | Viscous parameter |
|---|---|---|---|---|
30 | 1.163 | 0.1 | 0.66667 | 0.005 |
