「系梁」的拼音、意思和解释

系梁是一个开头的词语,它的拼音是xì liáng,这篇文章为您提供了系梁拼音,读音,怎么拼读,同时为了让您在线轻松学习系梁,我们收录了汉语辞典中系梁的意义和释义,近义词,反义词,系梁的五笔怎么打。

在线字典为您在线查询系梁的词典内容如下,包括系梁的拼音,读音,拼读;系梁的意思和详细释义,系梁的近反义词,系梁的英语翻译,用系梁这个词语怎么造句等内容。

系梁读音/繁体/五笔/英文翻译

拼音 xì liáng 读音 跟我读
繁体 系梁 类型 词语大全
五笔 此词无五笔连打 平音 xiliang
词性 中性 语法
拼读 西(xi1)异(yi4),系(xi4)|了(le1)衣(yi1)昂(ang2),梁(liang2)
英语翻译 n.binder

系梁是什么意思?

· 基本释义

1.屋顶桁架中在比承梁板高得多的水平上的连接椽子的连系梁。

2.起拉杆作用的梁(如在屋顶中)

3.屋顶的小屋梁。

4.连系建筑物的部件的梁、大梁或框架。

· 网络释义

系梁尺寸比较小,主要是为了把两个桩或墩连成整体受力。

系梁的近反义词?

系梁近义词:抱歉,查无系梁的近义词

系梁反义词:抱歉,查无系梁的反义词

系梁词语接龙

(~系梁~)在开头的接龙:梁鸿,梁园,梁王,梁虹,梁州,梁燕,梁头,梁门,梁木,梁台,梁潁,梁肉,梁雁,梁叟,梁邹,梁祝,梁傅,梁楹,梁梠,梁坏

(~系梁~)在结尾的接龙:桥梁,鼻梁,大梁,强梁,后梁,提梁,跳梁,正梁,都梁,铜梁,汴梁,中梁,腰梁,曲梁,浮梁,系梁,天梁,北梁,横梁,梯梁

暂时无法为您进行系梁的词语顺序接龙!

用系梁怎么造句?

您好,暂未查询到系梁造句的内容。

混凝土浇筑的基础,不留施工缝不断。

The foundation with a tie beam concrete casting, does not keep the construction joint continually.

研究表明,设置后结构抗震适用性反而降低。

The results indicate that the structure's seismic applicability will be worse if the tie beam is set.

从提高桥抗震性能的角度出发,研究了高烈度区桥墩的设置问题。

The installment of tie beam of pier in high earthquake intensity regions was studied in the view of improving seismic performance of bridges.

同时,对拱脚和连接节点处进行了结构优化,解决了拱脚处受力复杂的问题。

Meanwhile, the connecting nodes of the arch foot and the tie bar are structurally optimized to solve the problem of complicated forces on the arch foot.

肉眼观察表明:在端节点处的和横上翼缘之间产生一种沿桥纵向的水平位移。

Visual observations showed that a horizontal displacement in the longitudinal direction of the bridge developed between the tie girder and the top flange of the floor beam at the end connection.

主塔基础采用分离式承台钻孔桩基础,两承台设横连接,系梁为预应力混凝土结构。

The foundation of the pylon is composed of bored piles and separate pile caps connected with prestressed concrete tie beams.

以高墩大跨连续刚构桥为研究对象,收集大量已建桥主墩的设计类型、截面参数和系梁的设置;

The datum for piers design were collected from a large number of long-span rigid frame bridges which have been built.

在钢管混凝土杆拱桥系梁支架搭设施工中,支架基础的承载能力和支架自身的稳定性是工程的关键。

The foundation's bearing capability under the bearing bracket and the stability of the bearing bracket are the key points in the construction of the under supporting steel pipe concrete arch bridge.

工程实践证明,运用在上架设现浇箱支架的施工方法,能够保证中小桥河道通航及泄洪的要求。

As a proof of engineering practice, the method of construction techniques of cast-in-site girder of bridge could ensure the waterway of small and bridge.

椽和柱为规律的直线排列,但是的位置却逐渐偏移,或采用三角或采用悬臂的形式,以承受不同的应力。

The rafters and the posts are regular and aligned but the position of the collar beams is progressively shifted — to sustain the various stresses: triangulation or cantilever beam.

阐述了该桥的预应力施工技术,分析了桥在施工各阶段的受力特征,并结合的实测应力,对施工过程中的结构安全性进行了评价。

In order to survey the structural behavior and the safety during the construction, stress measurements of the tied beam and spatial analysis of the structure are carried out.

提出一种在绝对坐标中建立小应变有限转动平面动力学方程的有效方法。

An effective method is presented to derive the equations of finite-rotation plan beams.

薄壁钢扁平箱正交异性板钢桥面第二体应力的计算方法主要有P -E法、等效格子法和有限元法等。

There are mainly three methods in the second system stress analysis of the orthotropic steel deck, P-E method, the equivalent girder beam method and the FEM.

同时本文也指出了蜂窝式空心板是以平板弯曲为主的带肋的板,而密肋楼板或井式楼板则是以交叉弯曲为主的带板的

Meanwhile this paper points out that cellular voided plates are the plates with ribs and the ribbed or waffle plates are the cross girder system with slabs as its wingspan.

在楼扳分区刚性假定的基础上,以弹性变形模拟空中连廊的变形,建立了时程分析的复合刚片振动模型。

Based on the assumption that the floor is infintely rigid in different areas and that the spatial corridors can be modeled as an elastic beam, a composite rigid panel series model is presented.

本文一座公路连续桥以抗震分析为目的的现场测试总结。

This paper is a report on the field test of the earthquake response of a highway continuous beam bridge.

混凝土交叉楼面结构是设计中最常用的楼面结构形式。

The concrete floor slab design of intersecting-beam system is the normal form in structural DE sign.

仅通过1,000,000辆车就在杆拱的横中以及引桥的板中造成明显的开裂。

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.

下构造层由震旦—泥盆构成,所谓阿-满低主要即发育于该构造层。

The lower structure layer consists of the Sinian to the Devonian, in which the A-Man low ridge is observed.

采用平面杆单元进行结构的承载力检算,采用3D实体单元进行体荷载响应模拟。

Plane linkage element is used to calculate bearing capacity of the structure, and 3D solid element is used to simulate response of the beam to load.

论述了交叉楼面结构体中次间的相互作用,指出其中易出现的问题。

It discourses on the effects between the secondary beams in the floor slab of intersecting-beam system and points out the problems which happen usually.

应用函数构造矩形中厚板的基函数

The system of basis function for rectangular elastic middle - thich plates is built by the short beam functions.

敬爱的植权院士,协和生化永远怀念您!

Dear Prof. Zhiquan Liang, You will Always be with Department of Biochemistry of Peking Union Medical College.

认为该航放异常镭异常,具有点源、深源性质,与五道断裂密切相。

It is suggested that these anomalies are of radium nature having spot-form and deep-sourced features and are closely associated with Wudaoliang fault.

目前在杆结构中,空间圆弧曲尚未得到充分的研究。

How to calculate precisely the space circular arc curved beam is still a problem which has not been solved properly.

第一部分包括第二章和第三章,提出并研究了弹性支承交叉模型的静力解,并探讨其应用。

The first part, which includes Chapter 2 and Chapter 3, proposes and studies the static force solution of the model for grillage girder by elastic supporting, some applications are discussed.

第一部分包括第二章和第三章,提出并研究了弹性支承交叉模型的静力解,并探讨其应用。

The first part, which includes Chapter 2 and Chapter 3, proposes and studies the static force solution of the model for grillage girder by elastic supporting, some applications are discuss.

军,男,中国农业大学观赏园艺与园林教授。

Mr. Zhao, Liang Jun Professor, Department of Ornamental Horticulture and Landscape Architecture, China Agricultural University.

通过本文的研究,以期为今后空间布置的双层索以及异形钢箱斜拉 桥在人行景观桥设计中的应用提供有益参考。

The research in this paper is expected to provide helpful reference for the future design of pedestrian bridge with spacial double-layer cable system and abnormity steel box girder.

通过本文的研究,以期为今后空间布置的双层索以及异形钢箱斜拉 桥在人行景观桥设计中的应用提供有益参考。

The research in this paper is expected to provide helpful reference for the future design of pedestrian bridge with spacial double-layer cable system and abnormity steel box girder.

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