| 布置方向 | 楼层 | 初始刚度K/kN·m−1 | 屈服力Fy/kN | 屈服后刚度比 | 屈服指数 |
| X向 | 1 | 125,610 | 1610 | 0.02 | 7 |
| 2 | 206,000 | 1610 | 0.02 | 7 | |
| 3 | 77,444 | 1610 | 0.02 | 7 | |
| Y向 | 1 | 127,160 | 1610 | 0.02 | 7 |
| 2 | 206,000 | 1610 | 0.02 | 7 | |
| 3 | 96,714 | 1610 | 0.02 | 7 |