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beam bridge相关的网络例句

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与 beam bridge 相关的网络例句 [注:此内容来源于网络,仅供参考]

Namely, bridge rigidity is described by using the transverse, vertical and twist angle of the bridge deck at the beam end, and the vertical change rate for the transverse, vertical and twist angle of the bridge deck at non-beam end under design load.

针对我国新建桥梁跨度和结构形式远远超出现有桥梁设计规范的适用条件,以及国内外桥梁刚度指标和取值存在较大差异,进行铁路桥梁刚度描述方法和预应力混凝土连续梁桥刚度的限值研究。

The design realm in the province of Jilin, use more software is the bridge Doctor system, bridge master, system of ASBEST, procedure of QJX and province highway of Jilins survey to design the hospital to by oneself develop of the T beam plank beam painting procedure, the cover beam calculation painting procedure, a pillar calculation procedure, the upper part procedure compute a procedure mostly, even some procedures can paint, but the province painting of basic and dissatisfied foot Jilin of born diagram paper style, the diagram paper the modification quantity compare greatly, the procedure that the lower part procedure adopts to by oneself

在吉林省内设计领域,使用较多的软件是桥梁博士系统、桥梁大师、ASBEST系统、QJX程序及吉林省公路勘测设计院自行研发的T梁板梁绘图程序,盖梁计算绘图程序,桩柱计算程序,上部程序多是计算型程序,即使有些程序能够绘图,但生成图纸基本不满足吉林省绘图风格,图纸修改量较大,下部程序多采用自行编制的程序,但大多数程序是DOS系统的程序,使用不方便,同时与现行规范多有不符。

Haihe River Bridge opened by the East and West Approach and the main bridge consists of three parts, the main bridge structure is designed to enact rotary steel beam, the net cross 68 meters, turning radius of 35 meters, beam rotation angle of 85 degrees, at the international bridge in the same belong to large-scale, long-span bridges of legislation to open one of the rotor.

海河开启桥由东西引桥和主桥三部分组成,主桥结构设计为立转式钢结构悬臂梁,净跨68米,转动半径为35米,梁端转动角度为85度,在国际同类桥梁中属于大规模、大跨径的立转式开启桥之一。

Based on the differences between the design value and the survey of the bridge deck elevation in constructing the pre-stressed and so on working condition, the model parameters are identified by ANN, and the beam camber of different sections are given. The results demonstrated that the ANN is efficient and the theoretical results fit well with that of forecasting the beam camber in construction.In this thesis, aim to the beam axis shape be exactitude for design, the internal force of the beam be appeased by design request, the concept of modem cybernetics is applied, At the same time, the effecting parameter has collected. The paper build the ANN model in predicting the beam camber an construction and discuss indetail the extraction of inputting nodes information when quoting the fundamental principle of ANN model and introducing research process of the improved BNN. According to them, ANN is applied in the construction control of prestressed concrete continuous bridge. It is successful for used in the No. 4 bridge of Xiangfan bridge over-crossing Hanriver brideg. To predict the construction camber of by ANN method is useful and effective.

本文以大桥成桥线形满足设计要求和成桥内力控制在设计容许范围内为目的,运用现代控制理论的思想,引用神经网络基本原理,详细介绍BP神经网络的研究过程,从而建立预应力混凝土连续梁桥施工预拱度的神经网络模型,并详细讨论了模型的神经网络结点信息的提取,在工程实例的基础上进行了数值计武汉理工大学硕士学位论文算,数值表明,将神经网络应用于预应力混凝土连续梁桥施工控制,获得了满意的结果,在预应力混凝土连续梁桥施工控制技术研究方面,具有方便有效、精度高的优点,具有良好的应用前景。

The arch bending on the top of the original main arch ring corresponds to every arch rib and the bottom beam on its landscape orientation. As a result it becomes a down arc frame similar to slab-and-beam floor system. On the arch bending and bottom beam just established, standing pillar, main beam, horizontal rib beam and bridge front-panel would be built subsequently. Both ends of the main beam would then be put off the new hat beam made of reinforced concrete. Now, it becomes an upper slab-and-beam floor system. Two decks will be joined together on the middle of the bridge, which forms the ability of spanning and loading.

在原主拱圈拱肋相应位置处增设拱伏,横向增设底梁,形成一个下层弧形的类似肋梁楼盖的结构;在已浇筑好的拱伏与底梁上,继续现浇立柱、主梁和横向肋梁、桥面板,主梁的两端搁置在桥台处新增加的钢筋混凝土台帽梁上,形成一个上层肋梁楼盖结构,并且上下两层楼盖在桥梁跨中互为渗透结合成一个牢固的整体,共同完成了跨越和承载的能力。

First, on the basis of sufficient study on the constructive condition of the main bridge of Tianxingzhou Bridge, different types of cross section of the steel truss beam, relationship between the length of steel beam node and quantity of steel, the shape of pylon, the form of anchorage and the structural system of the main bridge of Tianxingzhou Bridge are analysed.

本文以天兴洲大桥主桥的设计为研究对象,较为详细的研究了以下内容:首先,在充分研究天兴洲大桥具体建桥条件的基础上,研究了不同主桁断面形式,比较了各种节间长度对受力及用钢量的影响,分析了主塔的形式和索的锚固方式,对比分析主桥总体布置的不同方案,同时还对主桥下部结构方案进行对比分析;然后,对不同铁路结合桥面布置方案进行了对比研究,并计算了推荐方案在不同荷载工况下的受力状况。

A reinforcement of a three-span pre-stressed continuous beam bridge is analyzed. It may provide a reference to the reinforcement of similar bridges.

3对一座三跨预应力连续梁进行了加固分析,为同类型桥梁的加固提供了参考。

Double-beam bridge. Gantry Crane , cantilever cranes, wire rope electric hoist and accessories: scissors type. chain.

双梁桥式。门式起重机,悬臂起重机,钢丝绳电动葫芦及配件:剪叉式。

Meanwhile, it has guiding significance on design and construction of prestressed concrete box-beam bridge.

同时,对预应力混凝土箱梁桥的设计与施工具有指导意义。

Analysis of the impact by temporary load to the precamber of cantilever constructed PC continuous beam bridge

通过对先张法预应力梁板预拱度产生的过程进行分析,揭示预应力梁板预拱度产生的内在原因。

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