1) Seat lateral unlocking
座位横向锁
2) Seat longitudinal unlocking
座位纵向锁
3) Seat locking(neutral position)
座位锁
4) Seat height locking
座位高度锁
5) lateral displacement
横向位移
1.
The precision in calculation of the strip element method depends on the initial value of the function of metal lateral displacement at exit to a great extent in shape theory.
板形理论中条元法的计算精度在很大程度上依赖于金属出口横向位移函数的初值,在非对称情况下采用以往研究中使用对称情况下的初值会有一定误差,为此以非对称函数拟合带材入、出口处横向厚度分布,同时引入跑偏概念,利用最小能量原理,由欧拉微分方程求得非对称情况下出口处金属横向位移函数,并计算了前张应力的横向分布,计算结果符合试验规律。
2.
In this paper , an energy modification method introducing a factor m to modify lateraldisplacement distribution of metal at exit of deformation zone in plate/strip rolling , for more pre-cise determination of lateral displacement distribution is described.
通过引入修正系数ｍ，修正变分法求解辊缝中金属横向流动得出的出口横向位移函数式中的Ｋ和Ｎ值，以使变形区金属出口横向位移分布接近实际，从而能较准确计算前、后张力的横向分布。
3.
This paper puts forward a new method with which the lateral displacement of metal in strip rolling process is determined through measuring frictional stresses in two directions.
根据实测两向单位摩擦力,提出了确定带材轧制过程金属横向位移的新方法。
6) transverse displacement
横向位移
1.
Measuring transverse displacement and obliquity of object by use of FRT and FT;
利用分数与常规傅里叶变换测量物体横向位移和倾斜因子
2.
In combination with the phenomena of transverse displacement occurred at top of high single column pier of urban elevated bridge, the paper analyzes preliminarily the cause of transverse loading at the top of high single column pier and analyzes by three-dimensional non-linear yielding curved analysis.
结合城市高架高独柱墩顶部发生横向位移这一现象,对高独柱墩顶部横向荷载产生的原因进行初步分析,并应用三维非线性屈曲分析,阐述组合荷载所引起的大变形及混凝土徐变效应与墩顶横向位移之间的关系,提出了设计、施工类似结构时应注意的事项。
3.
Multispan curved bridge is analyzed based on hyperstatic curved beam transverse displacement formulae under concentrated load and uniform temperature loads.
应用在集中荷载和均匀变温作用下一次超静定曲线梁的跨中位移公式,对实际曲线桥进行分析求解,得出在均匀变温和各支撑柱顶部摩擦力共同作用下实际曲线桥跨中横向位移。
补充资料：横向动量
见多重产生。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条