1) Logarithmic shift
![点击朗读](/dictall/images/read.gif)
对数移位
2) shift symmetry
![点击朗读](/dictall/images/read.gif)
移位对称数
1.
It was found that the code length distribution was closely correlated with the shift symmetry properties of synchronized coding and was characterized by sequencing and non-integral power of 2.
研究发现:其码长分布与同步字的移位对称数密切相关,具有连续和非2的整数次幂等特点;其平均码长恰为其移位对称数的2倍;其抗误码扩散能力也与移位对称数有关;某些SVLC的抗误码扩散能力比传统变长码强。
2.
It is a SVLC that its shift symmetry is the integral power of 2.
![点击朗读](/dictall/images/read.gif)
在SVLC中,找到了一类结合了这两种方法的VLC,它是移位对称数为2的整数次幂的SVLC。
3) shift
[英][ʃɪft] [美][ʃɪft]
![点击朗读](/dictall/images/read.gif)
移位,移数
4) quantity degree into relative
![点击朗读](/dictall/images/read.gif)
相对位移的数量级
5) Fundamental function of relative displacement
![点击朗读](/dictall/images/read.gif)
相对位移基本函数
6) Relative Displacement
![点击朗读](/dictall/images/read.gif)
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。
补充资料:被移位垒包
因受到碰触及撞击而离开正常位置的垒包。
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