十字梁腕力传感器广泛应用于机器人系统。
Cross-beamed wrist force sensor is widely used in robot system.
十字梁腕力传感器广泛应用于机器人系统。
Crossed-beam wrist force sensor is widely used in robot system today.
十字梁实验系统是为控制理论研究而开发的一个高阶非线性实验平台。
The cross beam experimental system is an experimental platform developed for the research of control theory. Its a higher order nonlinear system.
在一般的十字梁变形筋腕力传感器的理论基础上，提出一种新的改进方案。
Based on the general cross beam wrist force sensor rationale, the article advanced one kind of new improved sensor structure.
十字梁实验系统是JRC的实验平台，可以用来验证喷气反作用控制有效性，并进行各种控制算法的实验。
The crossbeam experimental system is an experimental platform of the JRC, and can be used to validate the validity of many control methods.
这些因其密度而被著称为laforet（森林）的梁，组成了横跨大教堂中心部分的十字形屋顶。
These beams, known as la foret (the forest) because of their density, formed the cross-shaped roof that ran the length of the central part of the cathedral.
它们是由坚固的十字形梁构成的骨架，中间夹着结实的材料，外面涂了层灰泥。
They were skeletons of strong criss-cross beams, with solid material between, coated with plaster.
这种突破一字桥形的十字飞梁，在我国现存的古建筑中是仅有的一例。
This breakthrough in the shape of the bridge cross-shaped beams, in China's existing ancient buildings is the only one example.
本文重点介绍十字墩盖梁施工的相关技术。
The related technology of bent cap of Crossed pier construction is introduced.
本文是用全息法测十字平板梁及盘—片组合件的振型和振频的实验总结。
This paper is a summing-up of the experiment in which the vibration modes and vibration frequences of a cross formed beam and disc-blade combinations are observed and measured by holography.
将半导体层构图为位于质量体上方的十字形柔性梁。
The semiconductor layer is patterned into the flexible beam cross above the mass body.
以文克尔地基梁的计算理论为基础，讨论了基础底板宽度对基础梁刚度的影响以及基础梁刚度对正交十字交叉基础荷载分配的影响。
Based on the Winkler foundation beam theory, the effect of foundation width on the foundation beam rigidity and, in consequence, further on the load distribution in grillage foundation are discussed.
以文克尔地基梁的计算理论为基础，讨论了基础底板宽度对基础梁刚度的影响以及基础梁刚度对正交十字交叉基础荷载分配的影响。
Based on the Winkler foundation beam theory, the effect of foundation width on the foundation beam rigidity and, in consequence, further on the load distribution in grillage foundation are discussed.
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