| 1. | Subdomain mount point already exists
子域名加载点已经存在！ |
| 2. | In this case and the mount points you assigned to each encrypted volume
，以及您为每个加密卷所设置的加载点。 |
| 3. | Through studying the relation between crack lengths and loading point compliance , we get the quantificational formula
通过探索加载点位移曲线得到柔度与试样裂纹长度的关系，建立定量计算式。 |
| 4. | Because of the sliding at the loading node , this special loading condition can be simulated by contact between the loading head and leaf spring
并且采用加载头和簧片间的接触行为能较准确的模拟出加载点存在着滑移状况的这种特殊的加载形式。 |
| 5. | The response of pavement has fast attenuation about the loading point , because of the damp . at last , this paper utilizes the analytic solution to backcalculate the foundation parameter
这一点对解释道面材料的疲劳破坏、材料的松散都有着重要的意义：由于地基模型中考虑了阻尼的影响，使得弯沉在加载点附近的衰减加快。 |
| 6. | According to the characters of shimadzu electro hydraulic servo controlled fatigue testing machine and ct specimen , put forward a method based on compliance of stroke displacement which reflects the displacement of loading point at first time
本项研究根据岛津液压伺服材料试验机和ct试样的特点，首次提出了基于通过测量反映加载点位移的试验机活塞位移的卸载柔度法来测量裂纹长度。 |
| 7. | And the displacement control of the leaf spring center was transferred to the displacement at load point . then after the load step options configuration , the leaf spring stress circulation under cycle loadings was calculated . the model was validated by the result compare between the rigid extracted from the simulation results and the one out of the rigid test of the leaf spring
使用加载头和簧片的接触行为来模拟加载状况，并将对簧片中心的变形控制转换为对加载点的位移约束，然后利用载荷步选项配置完成一个载荷循环，由此计算出加载阶段下钢板弹簧内部的应力循环。 |
| 8. | The main achievement of the paper is to recommend the 90 point as the best place for sensor by the contrast of numerical calculation results and test signals . on the point the high frequency disturbing signal was weakened very much when the load impulse was changed , which could be explained when vibration shape was considered
本文最重要的工作是通过数值计算与实验的对比确定点击脉冲荷载作用下传感器的最佳接收位置，即距离加载点相对于管桩截面中心夹角为90的点。 |
