1) stressed parts,stressed component
受力部件
2) Key subassembly under force
关键受力部件
3) stress
受力
1.
Analysis of wind-resisting stress of piers of Huatupo super major bridge during its construction;
花土坡特大桥施工过程中桥墩抗风受力分析
2.
Stress on Sand Barrier s Pillar a nd the Calculation of Pillar s Depth;
沙障立柱受力分析及埋深计算
3.
The wheel-ext ractors claws ar e improved to remove its limitation acco rding to the stress on it and the direct ions.
针对在现场中使用的拉马存在的诸多局限性 ,根据受力的大小和方向性重新设计制作了新型拉马爪 ,克服了现有拉马的不足之处 ,且适用范围广 ,为油田的正常生产创造了有利的条
4) force
受力
1.
Structure Design and Force Analysis of Adjustable Winding Former;
可调绕线模的结构设计及受力分析
2.
An Analysis on Flood-fighting Force of Barges without Power in Yongjiang River;
邕江河面无动力趸船汛期抗洪受力分析
3.
In order to analyze the lining board′s force of SP rolling mill,lining board′s dynamics model was built.
为了分析SP轧机衬板的受力状况,建立了衬板受力的动力学模型。
5) mechanics
受力
1.
As the trolleys that are pressed usually,its mechanics situation is very complicated.
作为承受压力的滚轮,其受力情况很复杂,分析其受力并建立强度校核公式是保证合理设计滚轮的关键,对此做一详细论述,并结合以前提出过的采煤机滚动行走机构对其进行验证。
2.
According to the uncertainty of movement of materials in screw distributing room, the movement mechanism of mixture is analyzed through theoretical mechanics and hydromechanics analysis.
针对摊铺机螺旋布料器中粒料运动形态的不确定性,运用理论力学和流体力学的基本概念,通过对沥青混合料粒料在摊铺机布料槽中的受力与运动分析,揭示了混合料粒料在布料槽中的运动机理。
3.
In this paper, how the transfer floor s position affected the mechanics and deformation to tall building is analyzed by examples.
本文通过算例,研究了高层建筑转换层在不同的设置位置下结构的受力与变形特点。
6) load
受力
1.
The paper analyzed the unit load situation of several tentioning methods and choosing principle of reasonable tentioning technology.
以山西省某高速公路压力分散型锚索张拉施工为实例,分析了压力分散型锚索几种张拉方法的单元受力状态和合理张拉工艺的选择原则。
2.
The load-carrying mechanism and settlement of composite foundation with flexible and rigid piles are demonstrated in the paper, reasons for the failure of flexible pile composite foundation and successful experience to improve foundation composed with rigid piles at the same project analyzed, and some valuable suggestions on the design of both composite foundation.
阐述了柔性桩与刚性桩复合地基受力机理与沉降变形,分析了实际工程柔性桩复合地基失稳的原因和刚性桩复合地基处理成功的经验,并对两种类型复合地基的设计提出建议。
3.
the load and displacro of the fundation pit with the upperramp and lower shat earth retaining pile.
本文介绍了厦门大学嘉庚楼群主楼基坑支护设计方法，对基坑上部放坡下部设挡土短桩的受力和位移进行了计算。
参考词条
补充资料：超导磁体为主要部件的受控核聚变托卡马克装置
超导磁体为主要部件的受控核聚变托卡马克装置
超导磁体为主要部件的受控核聚变托卡马克装置
说明：补充资料仅用于学习参考，请勿用于其它任何用途。