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1)  relative slope location
相对坡位
1.
The results indicated that for ΔH=281 metres,dayly minimum temperature increased with height in Fine night,which appeared the biggest temperature inversion when relative slope location(G) equaled to 0.
结果表明,对于相对高差(ΔH)为281m的山坡,晴夜日最低气温随着高度的上升而升高,在相对坡位G为0。
2)  relative phase
相对相位
1.
Physical analogy of relative phase in multi-frequency induced polarization;
多频激电相对相位的物理模拟
2.
The three breadth frequencies and three relative phase differences can be measured with the pseudo-random tripe-frequency IP method.
伪随机三频波激电法能够计算三个幅频率和三个相对相位差,相对相位差能够很大程度上区分金属矿勘探中的碳质层。
3.
The two mode field normal squeezing under Jaynes Cummings model including Stark shift is investigated for the different values of superposition angle θ and the relative phase β between the atomic state and the field in the coherent state.
发现对双模光场而言 ,原子初始处于基态诱导双模光场压缩 ;双模光场的压缩效应依赖于原子的叠加态及原子和场相干态的相对相位 ;而 Stark效应又使得这种依赖关系发生变
3)  Relative phase
相对位相
1.
The result obtained by means of numerical method indicates that by adjusting the relative phase of the coherent field in the steady state,the dispersion(gain) and dispersion of the probe field can be significantly magnified and weakened periodically.
数值模拟结果表明,通过对相对位相的控制,可以实现探测光场的吸收(增益)和色散成周期性的放大和减弱。
4)  relative positioning
相对定位
1.
Precision relative positioning by using precision star calendar and joint-measurement with IGS tracing station.;
与IGS跟踪站联测并利用精密星历提高相对定位精度
2.
Simulation and analysis of detection of cycle-slips in GPS relative positioning by using the wavelet technology;
小波在GPS相对定位中周跳探测的仿真分析
3.
The influence of height of antenna to GPS relative positioning;
天线高对GPS相对定位的影响
5)  Relative Displacement
相对位移
1.
The reason for the appearance of internal friction in tubular piles is that the relative displacement or its trend exists between the soil core and piles.
筒桩与土芯存在相对位移趋势以及它们之间相对位移的发生是筒桩内侧摩阻力产生的原因。
2.
A group of equations for lateral friction of single pile and relative displacement between pile and soil are established and calculated the bearing capacity of single pile.
基于桩土界面双曲线模型,由Randolph&Wroth模型和Boussinesq课题解计算了桩周土体的位移,建立了单桩桩侧摩阻力和桩土相对位移的函数方程组,计算单桩承载力,得出计算结果同试测结果相吻合,证明了该计算方法的正确性和实用性。
3.
<Abstrcat>Considering non-linear of soil around pile, this article analyzes and calculates the effect of the cement substitute for mud on the side-friction character, and then explains the phenomena of the side-friction increase of the cement substitute section after grouting and the relative displacement increase of the needed soil around the pile.
注浆后水泥浆替换段侧阻增大,同时所需极限桩土相对位移也增大,且水泥浆在桩侧土体的劈裂、渗透范围增大对侧阻的增大作用十分明显。
6)  phase-contrast
相位对比
1.
Application of MR phase-contrast pulse sequence in thorax vasculature;
MR相位对比脉冲序列在胸部血管成像中的应用
2.
Flow Quantity Study of MR Phase-contrast Cine Method and the Clinical Application Study;
磁共振相位对比电影法流体定量技术及其临床应用研究
补充资料:寄杜位(顷者与位同在故严尚书幕)
【诗文】:
寒日经檐短,穷猿失木悲。峡中为客恨,江上忆君时。
天地身何在,风尘病敢辞。封书两行泪,沾洒裛新诗。



【注释】:



【出处】:
全唐诗:卷231_57
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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