| 1. | Overturning and sliding are seldom a factor in the design of arch dam .
拱坝设计中很少考虑倾覆和滑动的问题。 |
| 2. | A separate structure is provided to block the space between the arch dam and the reservoir bank .
需要另有一种单独的结构物来填补拱坝的库岸之间的空间。 |
| 3. | Study of damage behaviour of shapai rcc arch dam
沙牌碾压混凝土拱坝损伤开裂分析 |
| 4. | Study on influences of asymmetry on arch dam foundation
拱坝基础不对称性影响研究 |
| 5. | Analysis of stress and stability in puojia arch dam contents
坡甲拱坝应力及稳定分析 |
| 6. | Flexible rcc arch dam on a weak foundation
软弱地基上的碾压混凝土拱坝应力与位移分析 |
| 7. | An algorithm for arch dams of parabola double curvature
抛物线双曲拱坝计算 |
| 8. | Discussion on slenderness coefficient of arch dams
关于拱坝柔度系数的讨论 |
| 9. | The seismic field analysis of arch dam canyon
拱坝河谷三维地震动分析 |
| 10. | Random response analysis of arch dam subject to seismic excitations
拱坝地震动随机响应分析 |
