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arch dam相关的网络例句

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与 arch dam 相关的网络例句 [注:此内容来源于网络,仅供参考]

The failure of high arch dam should be studied from two levels: local damage of material and integral destruction of structure.

针对这些存在问题提出了解决途径的建议,高拱坝的破坏应从材料层次的局部损伤和结构层次的整体失效研究。

The significance of high arch dam research is discussed based on the development of hydroelectric power in west China.

以西部水电能源开发为背景讨论高拱坝研究的意义和重要性;综述高拱坝的体形与优化设计、场仿真分析与应力控制标准、破损机理与安全度分析、抗震分析与抗震工程措施等方面的最新研究进展。

According to this, the temperature field stress field and autogeny body-expand-deformation field of YangChun arch dam during construction arid operation period are analyzed, thus many significant conclusions are got for reference.

由此,仿真分析了阳春拱坝施工期和运行期温度场、自生体积膨胀变形场及应力场,得到了一些有参考意义的结论。

In this paper,firstly,the writer imaginarily designs a real single-curvature arch dam. According to similarity theory,model is then made and test in the experimental laboratory.Undamage model is not only simulated,but also crack damage model,which is loaded from jacking apparatus,is mocked,and dynamic characteristics, including primiarily frequency and modal, is tested in all kind of statuses completely.

本文首先设计一座假想的单曲拱坝,然后根据相似理论,在实验室制作模型进行试验,试验不仅模拟了完好状况下的拱坝,而且还通过加载方式较真实的模拟了不同损伤裂缝程度下的拱坝,并且完成了各种不同状况下的动力特性测试,主要是频率和模态。

The results show that the weaken of crack directors has a little influence on stress release and little influence on stress distribution when the crack directors is uncracked. Once it cracked, the tension stress in the arch dam will reduce greatly.

实例计算结果表明:在诱导缝未开裂时,其削弱程度对坝体应力的释放程度有很小的差别,而对坝体应力分布规律几乎没有影响;一旦诱导缝开裂,则坝体中的拉应力大为降低。

Use the method in the stability analysis of arch dam abutment of XI LUO DU, the feasibility of this method was proved.

并结合溪洛度高拱坝坝肩进行了抗滑稳定分析,证明了此方法的可行性。

ABSTRACT This paper is mainly concerned with the reliability analysis of a gravity abutment of an arch dam based on conception of reliability.

再与可 靠度理论相结合,考虑变量的随机特性,通过随机有限元法建立荷载效应与基本随机变量之间的关系。

Moreover, based on routine research method on abutment stability, non-linear finite element iteration method is put forward in this paper, which is applied in the analysis of abutment stability of Shuanghe arch dam successfully at the same time.

此外,本文在前人研究的常规坝肩稳定分析方法的基础上,提出了非线性有限元迭代解法,并应用于双河拱坝坝肩稳定分析。

This paper investigates the favourable impact of the central dumping during high arch dam abutment excavation on river closure.

分析了高拱坝坝肩开挖施工过程中产生的集中堆渣对河道截流的有利影响,提出了坝肩附近集中堆渣能降低截流戗堤龙口水力参数需具备的水力控制条件。

Through the reliability theory computation analysis, this paper has drawn some beneficial conclusions, may supply the related arch dam gravity abutment engineering design reference and the application.

通过可靠度计算分析,该论文得出了一些有益的结论,可供有关拱坝重力墩工程设计参考和应用。

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