拱杆用英语怎么说,拱杆的英文翻译


词语导航

基本信息

词语:拱杆

繁体:拱桿

拼音:gǒng gān

英语翻译

【机】 arch bar

分词翻译

拱的英语翻译:

arch; hump up; surround
【机】 arcade arch; arch

杆的英语翻译:

mast; perch; pole; post; shank; staff
【化】 bar
【医】 culm; lever; rhadbo-; rod; stab; staff; stick

翻译例句

1. 把你的副翼放下来。可以减低你的速度。找得到你的副翼吗?

Nagase Put your flaps down. That"ll lower your airspeed. Can you find your flap lever?

2. 整个结构划分为若干组合单元,每个组合单元包括、桁梁及竖横撑架三部分。

The structure is resolved into several compound elements and every compound element consist of three parts: arch, trussed beam and lateral brace.

3. 针对柔性系采用端横梁压重的问题,由于端横梁自重较大,而且系张拉后端横梁难以张拉预应力筋,端横梁的安全性是需要解决的一个难题。

It is a problem to assuring the safety of the end crossbeam in the arc with flexible tied bar, because it is difficult to prestress the end crossbeam after tensing the tied bar.

4. 垂直件则借悬臂作用产生和挠度相等的悬臂挠度,来承担足够的荷载。

Vertical elements carry sufficient load through cantilever action to produce cantilever deflections equal to arch deflections.

5. 通过两个大比例模型试验,研究了单面预应力混凝土系桥面内、面外稳定极限承载力及其影响因素。

Through two great model tests, this paper investigates the ultimate bearing capacity and its influence factor of the inside and outside face of prestressed concrete tied arch bridge with single arch.

6. 古城大桥是一座下承式单承载面钢管混凝土系与变截面连续梁组合体系桥梁。

Gucheng bridge is a steel tube concrete bowstring arch and variable cross section continuous beam composite system through bridge with single load plate.

7. 浙江江山市迎宾大桥是一座三跨上承式系桥。

Yingbin bridge, located in Jiangshan, Zhejiang, is a three - span deck arch bridge spandrel arch.WwW.wEntiyI.Com

8. 本文就长春滑冰馆的蜂窝形空腹三铰的计算,探讨蜂窝形空腹压弯件的几种计算方法。

By the calculation of castellated three hinge arch used in the Changchun Skating Gym, the several calculating method of castellated beam-columns are introduced in this paper.

9. 仅通过1,000,000辆车就在系的横梁中以及引桥的板梁中造成明显的开裂。

Only 1,000, 000 vehicle crossings produced significant cracking in the floor beams of the tied arch span and in the plate girders of the approach spans.

10. 竖架支承结构起顶重量大,对吊车的起吊能力要求高,施工难度大。

The usual arch supporting structure requires high-capacity cranes to erect, and complicate constructing methods hard to meet.

11. 四川绵阳飞云大桥的主桥系三跨系桥,横向设两根肋,构成“双弓体系”。

Two arch ribs are installed in transversal direction to form a"double bow system".

12. 介绍了上承式系的结构特点以及施工工艺,为同类型桥梁设计与施工起参考作用。

This paper introduces the structural characteristics and construction technologies of deck tied arch bridges, which are expexted to be useful for design and construction of the similar bridges.

13. 大跨钢与刚构协作桥梁是一种新型的组合体系桥梁,张拉系是调整这种体系内力与线形的重要方法。

The long-span hybrid bridge of steel arch and rigid frame is a type of new bridge structure system.

14. 下承式系桥以系承受水平推力,属于无推力的组合体系结构。

A through tied-arch bridge is a type of built-up arch structure, characterized by the horizontal thrust of arch end being balanced by its ties.

15. 通过对系桥作用在肋上的荷载性质进行了分析,采用能量法推导出无横撑下承式系桥侧倾稳定临界荷载的一般公式。

Using energy method, the general formula for calculation of lateral stability of through bowstring tied arch bridge without transverse beams given.

16. 本文就大跨度全钢系在大连新港30万吨级进口原油码头引桥上的成功应用做以下介绍。

In this paper, the successful application of large-span steel tied arch bridge in Dalian new port 300,000-ton crude oil import terminal on the bridge approach is described below.

17. 异型系桥是我国学者提出的一种新型桥梁结构体系,其吊全部按一定斜率斜向布置,形成偏态的轴线。

The special-shaped tied-arch bridge becomes a popular bridge type with the priority to be selected owing to its novel and aesthetic appearance.

18. 在钢架的安装过程中,采用先地面节段组拼、临时支架拼装成,然后用大型浮吊每两榀钢架吊装就位、利用地形用万能件支架代替缆风临时固定的施工技术是成功的。

When the arch bridge was erected, arch sections were first assembled on the ground, the arch sections were then put together into an arch with the help of temporary supports, and the steel arches w...

19. 通过对系桥作用在肋上的荷载性质进行了分析,采用能量法推导出无横撑下承式系桥侧倾稳定临界荷载的一般公式。

With the background of lateral stability of non-range-spacer through bowstring arch, analytical approximations are derived in this paper using energy variational approach.

20. 通过改变巷道断面形状、加帮部锚和顶板锚,可以改变自稳隐形和极限自稳隐形的曲线位置,为支护设计提供了依据。

The curve position of self-stabilized hidden arch can be changed by changing the section configuration, adding side and roof bolts. The results are helpful and can provide a basis fo…

21. 通过改变巷道断面形状、加帮部锚和顶板锚,可以改变自稳隐形和极限自稳隐形的曲线位置,为支护设计提供了依据。

The curve position of self-stabilized hidden arch can be changed by changing the section configuration, adding side and roof bolts. The results are helpful and can provide a basis fo…

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