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self balance system
相关语句
  自平衡系统
     Application of Un-Continued Universe of Discourse Fuzzy Control Method in Self Balance System
     非连续论域模糊控制方法在自平衡系统中的应用
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  相似匹配句对
     On the Self-balance of a Cable Tower
     缆吊塔架自平衡研究
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     The Research of Retaining Wall of Self-Balance System
     自平衡挡墙体系的研究
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     Self-balance Buffer Chute Unloading System
     自平衡式溜槽缓冲卸料系统
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     Model and Simulation of Self-balance Control System
     自平衡控制系统的建模与仿真
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     Analysis About Self-balance Character of Hydraulic Generator
     关于水轮发电机组自平衡特性分析
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Model YZ-Ⅲ wave telemeter is a kind of wave buoy measuring with an accelermeter.The paper mainly describes the buoy construction. The case of the buoy is a ball of 55 cm diameter, 51.7 cm height and 27.5 cm draught.It could be moored or deployed from ship. The pendulum self-balance system is of unique structure with 0.45 sec. eigenperiod and 45?maximum pitch angle that it has good follower vibration resisting test of 1000 successive times in 100m/sec2, accelelation, which proves that the system...

Model YZ-Ⅲ wave telemeter is a kind of wave buoy measuring with an accelermeter.The paper mainly describes the buoy construction. The case of the buoy is a ball of 55 cm diameter, 51.7 cm height and 27.5 cm draught.It could be moored or deployed from ship. The pendulum self-balance system is of unique structure with 0.45 sec. eigenperiod and 45?maximum pitch angle that it has good follower vibration resisting test of 1000 successive times in 100m/sec2, accelelation, which proves that the system is well antikock in construction.In the paper we also discussed the property of buoy following waves and approach of mooring. The buoy still follows the wave well after the period reaching 1.03 sec. When mooring in a strong current a sepcial approach of mooring was suggested to reduce the influence of the current.

本文论述了YZ-III型遥测波浪仪测波浮标的总体及结构设计。该测波浮标在结构上具有即可定点系留使用,也可以随船使用的特点。垂摆式的自平衡系统,具有独特的结构形式和良好的随动性能。本文还论述了浮标的随波性能及浮标的系留方式。浮标升沉达到随波状态时的周期不大于1.03s。在强流区定点系留浮标时,作者建议采用一种有助于克服强流影响的系留方式。

Under the condition that normal stress and shear stress are coupled in constitutive equations,a set of displacements which depend on geometric and physical properties of a thin wall rod is specially designated to minimize the coupling of basic deformations in control equations,and general forms to describe self balance system of internal forces are proposed with the model given by the present paper.

针对薄壁截面杆中面内正应力、剪应力耦合的本构方程,适当选择与几何和物性均有关的位移描写,得到基本变形在控制方程中耦合最少。这个模型还给出了截面上自平衡内力的一般描写方法。

The analysis is focused on the selection of computing model and foundation model, as well as the structural optimization design of large span prestressed latticed grid roof structure and partly two story large span prestressed reinforced concrete slab system with some significant results obtained. The main characteristics of the structure are as follows. Firstly, the prestressed latticed grid roof structure is connected with uplift piles through pull rods on two sides of the structure to form a self...

The analysis is focused on the selection of computing model and foundation model, as well as the structural optimization design of large span prestressed latticed grid roof structure and partly two story large span prestressed reinforced concrete slab system with some significant results obtained. The main characteristics of the structure are as follows. Firstly, the prestressed latticed grid roof structure is connected with uplift piles through pull rods on two sides of the structure to form a self balanced system so as to reduce the moment and shear of supporting structure;secondly, the selection of the bolt hinge joint at the bottom of steel columns is the key to structural optimized design; thirdly, the longitudinal stability of steel columns is secured by prestressing cables bracings.

本文介绍了广东现代国际展览中心结构设计。重点论述该结构体系的计算模型处理、基础选型以及大跨度预应力空间网架和局部二层大跨度预应力钢筋混凝土楼盖结构体系的优化设计,得到一些有意义的结论。本结构设计的主要特点是:(1)上部预应力网架结构通过两侧的拉杆锚在桩上而形成一个自平衡体系,从而减小支承结构柱的弯矩和剪力;(2)钢柱柱脚铰接的选择对于优化结构受力非常关键;(3)通过在钢柱沿建筑长方向上设置预应力拉索来保证钢柱在该方向上的稳定性。

 
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