横程最大打击轨道,maximum cross-range hit orbit
1)maximum cross-range hit orbit横程最大打击轨道
1.Firstly the dimensionless spatial motion model of SGKW was established,and then the optimal control problem ofmaximum cross-range hit orbit was translated into two-point-boundary-value problem by using Pontryagin maximum principle.首先建立了SGKW的无量纲化空间运动模型,然后利用庞特里亚金极大值原理将横程最大打击轨道的最优控制问题转化为两点边值问题。
2)the shortest time coplanar hit orbit时间最短共面打击轨道
1.Design optimization ofthe shortest time coplanar hit orbit for SGKW;首先建立了SGKW的无量纲化平面运动模型,然后利用庞特里亚金极大值原理将时间最短共面打击轨道的最优控制问题转化为两点边值问题。
3)minimum-time strike trajectory时间最短打击轨道
1.Firstly the optimal control problem ofminimum-time strike trajectory was translated into two-point-boundary-value problem by using Pontryagin maximum principle.首先,利用庞特里亚金极大值原理将时间最短打击轨道的最优控制问题转化为两点边值问题。
4)maximum travel of cross slide横刀架最大行程
5)maximum range trajectory最大航程轨迹<火>
6)track cross beam轨道横梁
1.The full-scale fatigue test of the connection structural details betweentrack cross beams and monolithic joints in the Chongqing Caiyuanba Yangtze-river Bridge,the first long-span rail-cum-road bridge in China,is introduced.介绍国内首座大跨度公轨两用桥——重庆菜园坝长江大桥轨道横梁与整体节点连接的足尺模型疲劳试验。
英文短句/例句
1.Research about Fatigue Property of the Connections of Track Cross Beam and Integral Joint in Long-Span Combined Bridge;大跨度公轨两用轿轨道横梁与整体节点联接疲劳性能研究
2.Fatigue test on the semi-rigid connections between railway floor beam and primary truss of long span steel truss arch bridges大跨钢桁拱轨道横梁半刚性连接节点疲劳性能试验研究
3.Temperature Stress on Lateral Frame of Continuous Beam for Ballastless-track Railway Bridge铁路无砟轨道连续梁横向环框温度力浅析
4.Using paint or grease pencil, mark outline of crossmember on frame rails.使用油漆或油性笔，将横梁的轮廓标记在车架轨道上。
5.Remove bolts holding front of suspension crossmember to frame rails under upper control arms.卸下将悬吊横梁前部紧固到上控制臂下面的框架轨道的螺栓。
6.Install bolts holding front of suspension crossmember to frame rails under upper control arm.安装将悬吊横梁前部紧固到上控制臂下面的框架轨道的螺栓。
7.Interaction between Girder and Rail of Rail Transit Viaduct with U-shape Girder;轨道交通槽型梁桥梁轨相互作用研究
8.longeron for railway or tramway locomotives or rolling-stock纵梁,铁道或有轨电车轨道机车车辆用
9.Structure Analysis and Research on the Emergency Track Girder of Chongqing Light Railway;重庆轻轨应急轨道梁结构分析与研究
10.Research on Design of the 40.5 m Steel Track Girder for Line 2 of Chongqing Light Rail重庆轻轨2号线40.5m钢轨道梁设计研究
11.Study on the Damage Detecting for the Surface of Light-Rail s Beam;轻轨轨道梁梁面缺陷检测技术的实验研究
12.Design Features of Capping Beam for Pier of Straddle-type Monorail Track Beam Bridge跨座式单轨轨道梁桥桥墩盖梁设计特点
13.Study on Analysis Theory of Train Derailment and Limit Value of Bridge Lateral Rigidity for Derailment Control;列车脱轨分析理论与控制脱轨的桥梁横向刚度限值研究
14.cross-girder for railway or tramway locomotives or rolling stock交叉梁,铁道或有轨电车轨道机车或车辆用
15.Effects of Replacing the Bearings of Urban Railway Viaduct on the Track Structure城市轨道桥梁更换支座对轨道结构影响分析
16.Analysis of Stress and Deformation of Beam-end Track Structure For Guangzhou-Zhuhai Intercity Rail Transit广珠城际轨道交通梁端轨道结构受力变形分析
17.Study on Structural Behavior of Track-ballast-beam System轨道—道碴—梁体系统受力性能研究
18.The train stopped because there was a tree across the track.火车停了，因为火车轨道上横着一棵树。
相关短句/例句
the shortest time coplanar hit orbit时间最短共面打击轨道
1.Design optimization ofthe shortest time coplanar hit orbit for SGKW;首先建立了SGKW的无量纲化平面运动模型,然后利用庞特里亚金极大值原理将时间最短共面打击轨道的最优控制问题转化为两点边值问题。
3)minimum-time strike trajectory时间最短打击轨道
1.Firstly the optimal control problem ofminimum-time strike trajectory was translated into two-point-boundary-value problem by using Pontryagin maximum principle.首先,利用庞特里亚金极大值原理将时间最短打击轨道的最优控制问题转化为两点边值问题。
4)maximum travel of cross slide横刀架最大行程
5)maximum range trajectory最大航程轨迹<火>
6)track cross beam轨道横梁
1.The full-scale fatigue test of the connection structural details betweentrack cross beams and monolithic joints in the Chongqing Caiyuanba Yangtze-river Bridge,the first long-span rail-cum-road bridge in China,is introduced.介绍国内首座大跨度公轨两用桥——重庆菜园坝长江大桥轨道横梁与整体节点连接的足尺模型疲劳试验。
延伸阅读
面长面短1.指没有见过面的人的面庞形貌。
