| 类别 | 方向 | YJK | Etabs | Δ1 | midas Building | Δ2 |
| 规定水平力作用下 底层地震倾覆力矩(kN∙m) | X | 796,231 | 798,623.1 | 0.3% | 758,627 | −4.7% |
| Y | 773,148 | 788,307.2 | 2.0% | 742,755 | −3.9% | |
| 规定水平力作用下底层框架 承担倾覆力矩百分比(%) | X | 24.2 | 22.1 | −8.7% | 21.1 | −12.8% |
| Y | 27.0 | 25.5 | −5.8% | 27.1 | 0.2% | |
| 风荷载作用下 底层倾覆力矩(kN∙m) | X | 766,820 | 725,348.9 | −5.4% | 766,434 | −0.1% |
| Y | 852,655 | 810,461.7 | −4.9% | 852,655 | 0.0% |