说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 句库 -> 缓冲曲线
1.
A dynamic cushioning curve shows how a particular packaging material of a given thickness behaves at different impact conditions.
动态缓冲曲线表明一种特定厚度的缓冲包装材料在不同的冲击条件下表现出的性能。
2.
Cushioning pads of computers is required to design according to the boundary curves of shock response spectrum (SRS).
电脑的缓冲垫要求按冲击响应谱的破损边界曲线进行设计。
3.
Huge Logging Curve’s Displaying and Saving Were Achieved with Double Buffering Technology
利用双缓冲技术实现巨幅测井曲线的显示与保存
4.
Ease Curve Out-of-Range Types
减缓曲线越界循环类型
5.
long range navigatio
脉冲时差双曲线导航仪
6.
Laying out of highway curve while the length of relaxative curv e of former half curve is not equal to that of latter half curve;
前后缓和曲线长度不同时道路曲线的测设
7.
Direct precise solving method of interposed transition curve between uncorresponding compound curve arc length
非对称复曲线中插缓和曲线弧长的精确求解
8.
Study on Differential Curve Parameters of the Inhibitor Adsorption
缓蚀剂吸附的微分极化曲线参数研究
9.
Application of the Length and Parameter of Road Horizontal Transition Curve
公路平面缓和曲线长度及参数的运用
10.
Fig. 3-13 gives a suggested buffering arrangement for the data lines.
图3―13示出了一种缓冲数据线的方案。
11.
Research on the Large-capacity-buffer Mechanism Based on the 10G Output Interface of the T Bit Router;
10G线路输出接口大容量缓冲机制研究
12.
Fabrication of GaN Nanowires on Si(111) Substrates Using Oxide Buffer Layers
氧化物缓冲层制备Si(111)基GaN纳米线
13.
Simulation Study on Shock Property of Package Cushioning System with Non-linearity;
非线性缓冲包装系统冲击特性的仿真研究
14.
Effect of SiO_2 and TiO_2 Buffer Layers to the Bending Properties of Flexible ITO Film
SiO_2和TiO_2缓冲层对柔性ITO薄膜弯曲特性的影响
15.
Chevron Alignment Sign Placing on Horizontal Curve with Adjustment Curve
线形诱导标志在带有缓和曲线的平曲线上的设置
16.
Influence of Track Super Elevation on Curve Radius and Transition Curve Length on Passenger Dedicated Line
客运专线超高对曲线半径及缓和曲线长度的影响
17.
Exploration on Removing Structural Shaking of Trains Passing Through the Entrance to Curves on Fast Railways;
缓解快速线路曲线入口结构性晃车问题的探讨
18.
Comparative Analysis on the Linetype Mechanical Performances of Two Railway Transition Curves
2种铁路缓和曲线线型力学性能对比分析