研究文章
风积沙的地震损伤行为与内心的方钢管混凝土柱
|
| 标本 |
λ |
n |
E我(kN·毫米) |
D1 |
D2 |
漂移率 |
|
| TSC1 |
3.5 |
0.2 |
4315.95 |
0.49 |
0.46 |
0.0290 |
| 7550.76 |
0.71 |
0.65 |
0.0442 |
| 10059.87 |
0.82 |
0.75 |
0.0590 |
| 13154.45 |
1.00 |
1.00 |
0.0751 |
|
| TSC2 |
3.5 |
0.2 |
3468.42 |
0.46 |
0.40 |
0.0260 |
| 8263.64 |
0.77 |
0.68 |
0.0473 |
| 12337.72 |
0.88 |
0.77 |
0.0645 |
| 15892.86 |
1.00 |
1.00 |
0.0785 |
|
| TSC3 |
3.5 |
0.2 |
3605.30 |
0.41 |
0.37 |
0.0239 |
| 8435.67 |
0.74 |
0.66 |
0.0467 |
| 14567.54 |
0.90 |
0.78 |
0.0711 |
| 16083.16 |
1.00 |
1.00 |
0.0808 |
|
|
