| 1. | Look for the bottom part of the snapshot output
下面来看快照输出的底部部分： |
| 2. | But have " a line " at the bottom part as picture
但屏幕下方有明显一条线如图 |
| 3. | The bottom part where you see what looks like a fan that bottom part is the pool of souls
在底部你看见的东西看起来像一台电扇，风扇底部就是灵魂的池塘。 |
| 4. | On the bottom part of the editor , you will see the same table that was available in the wizard see figure 2
在编辑器的底部，会看到与在页面捷径列中看到的同样的表格参见图2 。 |
| 5. | The visco - elasticity of material in the bottom of rock body led to decrease of stress with time in the bottom part and to increase of stress at some places of elastic layers
引入材料的黏弹性，导致了其中应力随时间迅速减小和弹性层某些部位应力随时间的增加。 |
| 6. | The top part of the figure is a representative western blot while the bottom part of the figure is the quantification of western blots from 5 different animals per diet group
上图为西方墨点法的实验结果，下图为分别量化五只实验动物经由上述西方墨点法的实验结果。 |
| 7. | The accumulation of vegetative storage proteins in new shoots occurred firstly in the base parts of extending stems , and spread from the bottom to the top parts of extended stems with the most abundant vegetative storage proteins in the bottom parts
在新梢伸长生长时期，新梢茎的基部已积累了营养贮藏蛋白质，在伸长生长刚停止，中上部的叶片近成熟时，整个新梢的茎都有营养贮藏蛋白质的积累，其中，以新梢基部的茎最为丰富。 |
| 8. | A time scale of the sample sn has been reconstructed by a polynomial fitting with 9 dated ages and further tested by annual band counting results . in general , the fitting polynomial line is consistent with the annual band growth rate except for that the bottom part of the stalagmite ( a height between 196 to 255mm from the top )
石笋sn通过9个~ ( 230 ) th年龄的多项式拟合建立年代序列，利用清晰可数年层段检验表明，除底部( > 196mm )外其它时段基本吻合； bf1结合~ ( 230 ) th年龄和年层计数法定年，年层计数结果表明定年在测年误差范围之内。 |
| 9. | So how to transfer scientifically self - balanced test data into top load curve according to its actual working behavior , become the obstacle of its practical application . in accordance with actual forcing behavior and reaction mechanism between pile and soil , the article analyzes the relation between top part and bottom part , load transferring mechanism and difference with other loading way by ansys program . so the reliability of determine bearing capacity by self - balance method has been proved
本文根据自平衡加载方式下桩身的实际受力状况、桩土间的相互作用机理以及单桩破坏机理，建立了单桩的离散元模型，采用ansys通用分析软件，选取合理的单元类型、材料特性等，数值分析了基桩在自平衡加载方式下上下桩段的相互关联、荷载传递机理以及与其它加载方式的区别，论证了采用自平衡试桩法测定单桩极限承载力的可行性。 |
