| 1. | The static behavior of the new design was shown to be completely satisfactory by subsequent tests on a model thus modified .
以后进行的这样修改后的模型试验表明，新设计结构的静力性能是很好的。 |
| 2. | Static behavior of stepped t - type rhs joints
型方管节点静力工作性能的研究 |
| 3. | Influence of scale stripping process on wool static behavior
羊毛剥鳞片加工对静电特性的影响 |
| 4. | Static behavior and stability analysis of single - double layer reticulated dome
预应力网壳结构极限承载力的追踪分析 |
| 5. | The effects of spans on the static behavior of indeterminate multi - span beams
跨径比对超静定连续梁静力特性的影响 |
| 6. | Spatial static behaviors analysis on beam - arch joint of new - type rigid - framed arch bridge with open spandrel
空腹式新型钢架拱桥梁拱节点空间受力分析 |
| 7. | The key problem in the designing of this structure is the static behavior of the directly welded joints
直接焊接管结构设计的关键技术问题是节点极限承载力的计算。 |
| 8. | So , the question then is , how easily will the c programmer , habituated to the static behavior of c objects , understand and correctly use the managed reference type
因此，接下来的问题是，怎样才能使习惯于c + +对象的静态行为的c + +程序员轻松地理解并正确使用托管引用类型？ |
| 9. | The static behavior of corroded rc structures has been widely investigated but the research on the dynamic particularly the fatigue properties is quite few at home and abroad
在锈蚀钢筋混凝土结构性能研究方面,国内外在其静力性能方面已经做了相当的工作,但在动力性能特别是疲劳性能方面的试验研究做得还不够。 |
| 10. | Increasing the ratio of side span to second middle span does good to the static behavior of the whole bridge . it is highly recommended that the ratio of side span to second middle span had better be chosen as 0 . 7 or so
( 3 )增大边跨与次中跨跨径比，对全桥受力比较有利，本文建议取边跨与次中跨跨径比为0 . 7左右。 |
