| 1. | Vertical movement of c is prevented by the support . C点的竖向位移被支座所阻止。 |
| 2. | the vertical displacement =1mm is normal to the bars ab and bc and hence does not affect their length. 竖向位移1mm垂直于AB和BC,故不影响它们的长度。 |
| 3. | Vertical movement of c is prevented by the support C点的竖向位移被支座所阻止。 |
| 4. | Analysis of vertical displacement for the arm 机械臂竖向位移分析 |
| 5. | The biggest displacement of the instantaneous response is much bigger than that of the static one 初始静力荷载效应使瞬时动力响应的振幅比无初始静力荷载效应的结构的水平和竖向位移振幅小。 |
| 6. | In the same condition , the tests of concrete cube show that the strengths of vibration members are about 20 percent higher than those of normal ones 混凝土立方体试块的试验表明,最大竖向位移振幅在2mm以内,受振构件强度比非振构件强度提高20左右。 |
| 7. | 2 . three - dimensional calculation and analysis of mises stress and vertical displacement of buried pipelines under three different kinds of transportation loads are carried out 对三种不同的交通荷载作用下管道的mises应力和竖向位移进行了三维计算和分析。 |
| 8. | Planar calculation and relative analysis of vertical displacement of buried pipelines under three different kinds of transportation loads are made , which can provide certain reference to three - dimensional analysis 3对三种交通荷载下管道的竖向位移进行了二维计算和相关分析讨论,以此作为对三维分析的参考。 |
| 9. | So , because of the distinctness of vertical displacement of each vertical member of the same floor , then member model is presented to analyzing the vertical vibration during the vertical seismic action 因此,由于各竖向构件在同一楼层处竖向位移不同,需要用串并联多质点系模型来分析竖向地震作用下的竖向振动。 |
| 10. | The expressions can take into account some important aspects such as stress - free ground surface , incompression of soil , prebored hole and tubular pile . through the analysis of displacement field , the variation rules of horizontal and vertical displacements are obtained 由位移场的解析解分析可知,桩身整个深度内的水平向位移场是向外挤出,竖向位移场在表层土体表现为隆起,而深层土体表现为下沉。 |