1) displacement conversion
位移换算
3) position-translation transformation
移位变换
1.
then gives the concept of position-translation transformation of the matrixic form resultant.
引入了结式的矩阵形表示,提出了矩阵形结式的移位变换概念,并利用其得到了结式计算的一个简便方法。
4) displace
[英][dɪs'pleɪs] [美][dɪs'ples]
换置移位
5) displacement calculation
位移计算
1.
Discussion about deriving the displacement calculation formula of a statically indeterminate structure;
关于超静定结构位移计算公式的推导
2.
New method for frame displacement calculation and its application;
结构位移计算的新方法及其应用
3.
Based on the visual work principle of structure analysis,a general formula for the displacement calculation is deduced for the static analysis of the beam on elastic foundation.
根据结构分析中的虚功原理推导弹性地基梁位移计算的一般公式,介绍了连续弹性地基梁的静力分析方法。
6) Shift operator
移位算子
1.
Analysis of scattering from double-negative metamaterials by shift operator in FDTD method;
基于移位算子法双负介质散射的FDTD分析
2.
An improved shift operator finite-difference time-domain method based on digital signal processing technique for general dispersive medium
一种基于数字信号处理技术的改进通用色散介质移位算子时域有限差分方法
3.
In this paper,we result a sufficient condition of supercyclic operators from operators commuting with generalized backward shift operators.
本文得到与广义移位算子交换的算子成为亚循环算子的一个充分条件。
补充资料：布氏/洛氏硬度换算表
| 布氏硬度 | 洛氏硬度 | 抗拉强度 | 布氏硬度 | 洛氏硬度 | 抗拉强度 | ||||
| 硬质合金球 3000kg | 标尺A 60kg | 标尺B 100kg | 标尺C 150kg | (约磅/英寸2) | 硬质合金球 3000kg | 标尺A 60kg | 标尺B 100kg | 标尺C 150kg | (约磅/英寸2) |
| - | 85.6 | - | 68.0 | - | 331 | 68.1 | - | 35.5 | 166,000 |
| - | 85.3 | - | 67.5 | - | 321 | 67.5 | - | 34.3 | 160,000 |
| - | 85.0 | - | 67.0 | - | 311 | 66.9 | - | 33.1 | 155,000 |
| 767 | 84.7 | - | 66.4 | - | 302 | 66.3 | - | 32.1 | 150,000 |
| 757 | 84.4 | - | 65.9 | - | 293 | 65.7 | - | 30.9 | 145,000 |
| 745 | 84.1 | - | 65.3 | - | 285 | 65.3 | - | 29.9 | 141,000 |
733 | 83.8 | - | 64.7 | - | 277 | 64.6 | - | 28.8 | 137,000 |
| 722 | 83.4 | - | 64.0 | - | 269 | 64.1 | - | 27.6 | 133,000 |
| 712 | - | - | - | - | 262 | 63.6 | - | 26.6 | 129,000 |
| 710 | 83.0 | - | 63.3 | - | 255 | 63.0 | - | 25.4 | 126,000 |
| 698 | 82.6 | - | 62.5 | - | 248 | 62.5 | - | 24.2 | 122,000 |
| 684 | 82.2 | - | 61.8 | - | 241 | 61.8 | 100.0 | 22.8 | 118,000 |
| 682 | 82.2 | - | 61.7 | - | 235 | 61.4 | 99.0 | 21.7 | 115,000 |
| 670 | 81.8 | - | 61.0 | - | 229 | 60.8 | 98.2 | 20.5 | 111,000 |
| 656 | 81.3 | - | 60.1 | - | 223 | - | 97.3 | 20.0 | - |
| 653 | 81.2 | - | 60.0 | - | 217 | - | 96.4 | 18.0 | 105,000 |
| 647 | 81.1 | - | 59.7 | - | 212 | - | 95.5 | 17.0 | 102,000 |
| 638 | 80.8 | - | 59.2 | 329,000 | 207 | - | 94.6 | 16.0 | 100,000 |
| 630 | 80.6 | - | 58.8 | 324,000 | 201 | - | 93.8 | 15.0 | 98,000 |
| 627 | 80.5 | - | 58.7 | 323,000 | 197 | - | 92.8 | - | 95,000 |
| 601 | 79.8 | - | 57.3 | 309,000 | 192 | - | 91.9 | - | 93,000 |
| 578 | 79.1 | - | 56.0 | 297,000 | 187 | - | 90.7 | - | 90,000 |
| 555 | 78.4 | - | 54.7 | 285,000 | 183 | - | 90.0 | - | 89,000 |
| 534 | 77.8 | - | 53.5 | 274,000 | 179 | - | 89.0 | - | 87,000 |
| 514 | 76.9 | - | 52.1 | 263,000 | 174 | - | 87.8 | - | 85,000 |
| 495 | 76.3 | - | 51.0 | 253,000 | 170 | - | 86.8 | - | 83,000 |
| 477 | 75.6 | - | 49.6 | 243,000 | 167 | - | 86.0 | - | 81,000 |
| 461 | 74.9 | - | 48.5 | 235,000 | 163 | - | 85.0 | - | 79,000 |
| 444 | 74.2 | - | 47.1 | 225,000 | 156 | - | 82.9 | - | 76,000 |
| 429 | 73.4 | - | 45.7 | 217,000 | 149 | - | 80.8 | - | 73,000 |
| 415 | 72.8 | - | 44.5 | 210,000 | 143 | - | 78.7 | - | 71,000 |
| 401 | 72.0 | - | 43.1 | 202,000 | 137 | - | 76.4 | - | 67,000 |
| 388 | 71.4 | - | 41.8 | 195,000 | 131 | - | 74.0 | - | 65,000 |
| 375 | 70.6 | - | 40.4 | 188,000 | 126 | - | 72.0 | - | 63,000 |
| 363 | 70.0 | - | 39.1 | 182,000 | 121 | - | 69.8 | - | 60,000 |
| 352 | 69.3 | - | 37.9 | 176,000 | 116 | - | 67.6 | - | 58,000 |
| 341 | 68.7 | - | 36.6 | 170,000 | 111 | - | 65.7 | - | 56,000 |
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