| 1. | In - plane elastoplastic stability of tapered bending members 格构式压弯杆平面内稳定计算 |
| 2. | A new method of transient stability computation with asymmetrical parameters 不对称暂态稳定计算新方法 |
| 3. | Stability analysis of huge spacial frame structures of super tall buildings 超高层建筑空间巨型框架的稳定计算 |
| 4. | The elastic stability of rods with pressure upon axis and multi - elastic - support 箱形截面压弯构件的平面外稳定计算 |
| 5. | In - plane stability capacity of i - section aluminum alloy bars under eccentric compression 变截面楔形工字钢简支构件的平面外弹性稳定计算 |
| 6. | Setting the subsection model as user - defined load model , calculations are carried out with it 设置单台空调负荷模型为自定义模型并代入稳定计算。 |
| 7. | The static and dynamic analysis of intake slope of baise hydroelectric station is calculated by this method 该方法被用于百色水利枢纽进水口边坡静、动力稳定计算。 |
| 8. | Stability analysis indicates that the safety factor of the dam is suitable and sufficient for a seismic design 稳定计算的结果也表明,坝坡的安全系数是足够的,满足抗震要求。 |
| 9. | When making the transient simulation for modern large scale power system , both calculation storage amount and time cost are large 摘要对具有庞大规模的现代电力系统进行暂态稳定计算时,计算存储量大,计算时间长。 |
| 10. | Besides the methods mentioned above , there are some applied methods overseas to calculate the stability of the steel compression bar 国外钢压杆稳定计算的方法除了上面提到的一些计算方法外,还有了一些较为实用的计算方法。 |