研究文章
相邻Pile-Anchor结构的抗滑机理考虑交通负载斜率
|
| 振动模型 |
频率 |
周期 |
| rad /秒 |
r / s |
年代 |
|
| 1 |
25.966776 |
4.132740 |
0.241970 |
| 2 |
27.351845 |
4.353181 |
0.229717 |
| 3 |
27.931513 |
4.445438 |
0.224950 |
| 4 |
28.654413 |
4.560492 |
0.219275 |
| 5 |
29.998140 |
4.774353 |
0.209452 |
| 6 |
33.324997 |
5.303838 |
0.188543 |
| 7 |
34.089333 |
5.425486 |
0.184315 |
| 8 |
35.464867 |
5.644409 |
0.177166 |
| 9 |
37.873245 |
6.027714 |
0.165900 |
| 10 |
38.598545 |
6.143149 |
0.162783 |
|
|
