重心高度 meaning in Chinese
height of center of gravity
height of gravitational center
Examples
- Measuring and evaluation on the developing law of the weight - center height of the adolescent of hangzhou
杭州市青少年身体重心高度变化规律的测量与评价 - The author considers the swaying disturbance ' s power for the first time when the draught of a ship is not equal to the height of gravitational center of the ship in analyzing exciting force affecting the performance of tank
在对影响水舱性能的扰动力的分析中，首次考虑了船舶吃水和重心高度不相等时，横荡干扰力所作的功。 - The paper also discusses the influential factors on the maneuverability and stability , such as , lateral stable pole , the position of gravity center , road adhesive coefficient , and so on , which provides the basis for the designing and safe running of the coach - bus
同时，讨论了安装横向稳定杆、轮距变化、重心高度变化及道路附着状况等对大客车高速操稳性的影响，从而为客车的设计、安全运行等提供了宝贵的依据。 - Second , the author introduced a new stability region , and programmed a trajectory of variable zmp , which was defined as a cosine curve ; the author also designed a cog - compensated method to keep the cog ’ s height ; based on dynamics of 3 - d inverted pendulum , the author educed the cog ’ s trajectory equation of the robot in the three - leg - support phase , and used third - order splint function to ensure the acceleration continuity of the robot ’ s cog in the four - leg - support phase . at last , walking patterns of the corresponding gait are generated through programmer design
然后,提出了一种新的支撑区域选取方法,采用了按余弦规律变化的zmp运动轨迹;为了维持机器人行走时重心高度不变,采用了一套有效的质心高度保持方法;基于三维倒立摆模型,推导了机器人三脚支撑期质心运动轨迹方程;采用三次样条曲线插值规划了四足支撑期加速度连续的质心运动轨迹。 - Based on the simulating results of simply - supported box girders ( 39 . 1m ) and continuous box girders ( 2 x 40m ) , the paper emphatically analyzes the full mechanical characteristics of psbget and the bend failure states of the right section . the influence of different areas and eccentricities of external tendons on ultimate bearing capacity and ductility is studied in detail . the differences of ultimate bearing capacity and the mechanical characteristics between the se
Lin简支箱梁和2x40m连续箱梁为例，本文较全面地分析了预制节段拼装体外预应力混凝土箱梁全过程受力特性和正截面弯曲破坏形态；研究了不同预应力配筋面积和预应力筋重心高度对预制节段拼装体外预应力简支梁极限承载力和延性的影响，以及体外预应力节段简支梁与体外预应力、体内有粘结预应力整体简支梁极限承载力和受力特性的差异。