maximal displacement meaning in English
最大位移，最大偏差
Examples
- The ship was described as having a top speed of 30 knots , and a maximal displacement of 78 , 000 ton
该船被形容为具有最高航速30节,最大排水量为78000吨 - The impulse mode can efficiently reduce the coil heat and measurement error . two measuring methods for the micro - displacement are explored in this paper , and the conclusion is drew that the lever measurement can remarkably improve the result precision . the maximal displacement output of the fabricated actuator is 30 - 40 ju m , the displacement resolution is better than 30nm and the repeatability is nm ,
所研制磁致伸缩型纳米微位移致动器，其最大位移输出范围： 30 ? 40 m ；最小位移分辨率： 30nm ；重复精度： 2nm ，而且整个致动器省弃了复杂的水冷装置，简化了结构，缩小了尺寸，显示了良好的应用前景。 - ( 2 ) according to the forming model of the deep pull cracks , they can be divided into three classes pulled cracks - , pressed cracks and sheared cracks . ( 3 ) based on the two - dimensional and three - dimensional finite element methods . the following results can be affirmed : in the slope excavating process , the base surface will rebound in the direction of the excavating surface ' s excerior normal . the maximal displacements of the left and right bank are + 3 . 6cm and + 2 . 4cm ; the arch abutment will rebound in the direction of the river valley , the maximal displacements of the two bank are + 3 . 5cm and + 2 . 2cm ; the upstream and downstream surface will rebound in the direction of the normal direction . the maximal displacements are + 2 . 1cm and + 1 . 7cm . ( 4 ) the natural slope is stable
( 3 )通过二维及三维有限元分析得知，左右岸拱肩槽边坡在开挖过程中，开挖底面主要表现为朝开挖面外法线方向发生回弹，左右岸最大位移量分别为+ 3 . 6cm 、 + 2 . 4cm ；拱端面主要表现为向河谷方向发生侧向回弹，左右岸最大位移量分别为+ 3 . 5cm 、 + 2 . 2cm ；上下游坡面主要表现为向临空方向的回弹，左右岸最大位移量分别为+ 2 . 1cm 、 + 1 . 7cm ；开挖使岩体产生由卸荷回弹导致的倾倒拉裂现象。 - The analysis on unilateral , bilateral and lateral - torsional coupled seismic response of base - isolated structures with lead rubber bearings is carried out . the maximal displacement of the bearings is studied . the influence on lateral - torsional coupled seismic response of base - isolated structures due to the excentricity and uncoupled period ratio of the superstructure , and the excentricity of the isolation system is investigated
对铅芯叠层橡胶支座基础隔震结构进行了单向及双向地震反应对比分析，并研究了支座最大位移的确定；对结构进行了平?扭耦联地震反应分析，研究上部结构的偏心距及非耦联周期比、隔震层偏心距等因素对结构的平?扭耦联地震反应的影响，并对结构平?扭耦联地震反应的控制进行了探讨。