1) three dimension force
三维力
1.
The present paper describes, the meanings of four dimension force in relativistic mechanics, and the relation between three dimension force and four dimension force is clearly pointed out.
阐述相对论力学中四维力的意义，明确三维力与四维力的关系，通过四维力的变换推导出三维力的变
2.
This paper was based on the analysis the actuality of flexible three dimension force tactile sensor in and abroad.
论文在分析柔性三维力触觉传感器国内外研究现状的基础上,针对目前机器人用三维力触觉传感器不能兼有柔韧性和三维力检测功能的难题,利用具有良好压阻效应的力敏导电橡胶进行了柔性三维力触觉传感器的设计。
2) three-dimension force
三维力
1.
This paper designs a new robot flexible tactile sensor that can measure three-dimension force based on flexible pressure-sensitive conductive rubber.
基于柔性力敏导电橡胶材料,设计了一种能测量三维力的新型机器人柔性触觉传感器。
2.
The mathematical model of calculating three-dimension force is obtained.
对力敏导电橡胶的压阻特性进行了分析和实验验证,得到了传感器单元三维力信息获取的数学模型,并进行了传感器阵列结构和信号处理电路的设计;通过实验对三维力触觉传感器单元进行了验证,并分析了实验结果。
3) Three-Dimensional Force
三维力
1.
A novel three-dimensional force flexible tactile sensor based on pressure-conductive rubber is presented.
研究了一种基于压敏导电橡胶的新型三维力柔性阵列触觉传感器,突破了目前触觉传感器不能兼有柔韧性和检测三维力的局限性,实现了真正类皮肤。
4) 3D stress
三维应力
1.
The characteristics of 3D stress distribution of coal-seam and its thickness effects are obtained.
基于非对称综放开采布置特点,以谢桥煤矿1151(3)综放面地质技术条件为背景,采用计算机数值模拟,并结合现场实测研究,揭示非对称开采煤层三维应力分布及一次开采煤厚变化对应力分布的影响规律。
2.
The coupling equation of the seepage flow in fractured rock masses and 3D stress is concluded.
围绕裂隙岩体渗流与应力之间的关系问题,从理论出发,经过合理的建模和严密的推演,得出裂隙岩体渗流与三维应力的耦合方程。
3.
The physical model and strict relative equations of rock mass with single fracture under 3D stresses are proposed by considering the tectonic characteristics of fracture in rock.
建立了单一裂缝岩体在三维应力作用下的物理模型和严密的关系方程,推导出渗透系数计算公式,并对该公式进行了大量的三轴试验数据的验证。
5) three dimensional stress
三维应力
1.
The experiment expresses that the method of control fracturing of rock in three dimensional stress state can create cracks more than two randomly and improve the permeate rate of rock seams efficiently.
通过对岩石三维应力控制压裂实验结果的分析，得出了裂缝的条数、长度、方向与应力场、装药量、孔径的关系。
6) D stress
三维应力
1.
In this paper, the secondary stress, radius and displacement in plastic zone of cylinder tunnel under 3-D stress are analyzed on basis of do u ble shear strength theory.
为此本文利用双剪强度理论分析了三维应力状态下圆筒形巷道塑性区次生应力、半径和位移。
2.
In this paper,the authors study stress and strain field of rock body in dam site using 3- D finite- element simulation method,discuss the correlation3- D stress and strain of rock body to rock failure,and evaluate the stability of rock body.
采用三维有限元数值模拟方法 ,对坝址区岩体应力场和位移进行了研究 ;探讨了岩体三维应力、应变分布与岩体变形破坏的关系 ,评价了岩体的稳定
补充资料：赤力力
1.亦作"赤历历"。 2.象声词。
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