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pile bridge相关的网络例句

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

According to the model test of a bridge pier with pile foundations, it is found that the Clough hysteretic model can be used to simulate the hysteretic behavior of the foundation systems.

在桩基础桥墩滞回特性的模型试验基础上,提出了用Clough模型模拟基础的恢复力特性。

Faced with the complex geological and hydrological conditions, the paper introduces the design and construction processes of the steel-sheet-pile cofferdam for the construction of the Hangzhou Bay Bridge .

针对杭州湾跨海大桥复杂的地质、水文条件,介绍了承台钢板桩围堰的设计与施工过程,以及相关的注意事项。

Combined with one cross-sea bridge works the design and construction of steel sheet pile cofferdam of platform in beach are introduced and studied.

对跨海大桥海滩处承台钢板桩围堰方案的设计及施工进行了研究,详细介绍了钢板桩的施工要点,有效缩短了工期,达到了结构合理,施工方便、安全高效的效果。

At last, with the elevated pile foundation model of a floating type cable-stayed bridge, pushover analysis with common patterns and new pattern on longitudinal direction is made, then compared with nonlinear time history analysis. The result shows the new pattern works well.

以一飘浮体系斜拉桥的高桩承台模型为例,进行常见模式以及新模式下纵桥向的推倒分析,并将推倒分析曲线与非线性时程分析的结果进行了比较,发现新模式的结果与时程分析的结果吻合得较好。

Build scene method to basically have: 1, dig a lake to pile mountain, model landform, decorate billabong of river river lake, monarch diameter builds a road, create landscape situation; 2, build building, stage, booth, cabinet, hall, house, a small room, a pavilion or house on a terrace, corridor, bridge, boat, a screen wall facing the gate of a house, wall the building facilities such as door of path of wall, stair, Deng, scene, create building situation; 3, fold big pool of rockery, strange peak, hole, Wei Ya with block build by laying bricks or stones, create rockery situation; 4, decorate valley, mountain stream, riprap, onflow, create mountain stream situation; 5, bluff of megalith of load one's writing with fancy phrases, come down in torrents of pilot a ship into a harbour and below, create chute situation; 6, set shallow water small pool by landform, build stone hill fountain, put in a suitable place to breed view and admire fish, lotus of cultivated carry on one's shoulder, Lu Di, flowers and plants, build Shui Shijing; 7, with different combination, decorate community to line and season photograph change or highlight the stance of isolated tree in order to reflect Lin Ji, or clip is arboreous, those who make have all sorts of pattern, create situation of flowers and trees.

造景方法主要有:1,挖湖堆山,塑造地形,布置江河湖沼,辟径筑路,造山水景;2,构筑楼。台。亭。阁。堂。馆。轩。榭。廊。桥。舫。照壁。墙垣。梯级。磴道。景门等建筑设施,造建筑景;3,用石块砌叠假山。奇峰。洞壑。危崖,造假山景;4,布置山谷。溪涧。乱石。湍流,造溪涧景;5,堆砌巨石断崖,引水倾泻而下,造瀑布景;6,按地形设浅水小池,筑石山喷泉,放养观赏鱼类,栽植荷莲。

By analyzing the displacement mode of unstable soil and the deformation mechanism of passive pile,an elastic perfectly plastic model and a hyperbolic curve model about the behavior of piled bridge abutment against soil lateral movements are developed on the basis of the previous research.

通过总结侧向变形土体常见的位移模式,分析桥台桩的变形机制,在阐述不同模式下桩侧压力的产生机理及桩的几种破坏模式的基础上,提出桩土间相互作用力与桩土间相对位移的双曲线关系模型和理想弹塑性关系模型,可为相关研究提供参考。

Then, using nondeterminism analysis method, at the based of summering reliability basic theory and present reliability assessment method, aiming at the limits of present reliability analysis method, the improved response surface method of higher pile-column bridge pier structural system is presented for reliability calculation by introducing response surface method.

此外,采用非确定性分析方法,在总结可靠度基本理论及现有可靠性分析常用方法的基础上,针对现有方法的局限性,引入响应面方法,建立高桥墩-桩基结构体系稳定的改进响应面方法。

At first, buckling mechanic of pile-column piles foundation with high bridge piers is discussed in detail.

本文首先深入分析了桩柱式高桥墩桩基的屈曲机理。

It introduces the target and aim of prestressing test,elaborates prestressing crafts of large bridge building machine,brings forward how to simulate prestressing pile on large bridge building machine in big bulk,so as to ensure the safety of construction and feasibility of the plan under inspection state.

介绍了预压试验的对象及其目的,简要叙述了造桥机在施工中的预压工艺,提出了如何在造桥机上进行大吨位预应力箱梁模拟预压的方法,从而保证检验施工状态下造桥机的施工安全及方案的可行性。

This paper focuses on design considerations, calculation assumptions and analysis of the separate type group pile foundations for the towers of the Bridge, and also describes construction organization, design of doublewall steel cofferdams and applications of the cofferdams to the construction of the Bridge.

桥面为4车道,两侧各设1.5m宽人行道,桥面净宽18m。设计荷载按不同时期的使用条件分别考虑,大坝施工运输期间,桥上荷载为重载车队,满载为650kN与360kN的重车相间分布,方式为重去轻回双向2车道行驶,并以此作为验算的设计条件。

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