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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]

In the third part, the theory of thrust angle and unbalanced forces is studied andapplied to Xiluodu arch dam. some conclusions are obtained :(1) The thrust angle issmaller by elaso-plastic computation than elastic computation. For the non-linearcomputation, the thrust angles at different elevations all increase during overloading,which reveals the internal mechanism of good performance of arch dam in conditionof overloading;(2) The elaso-plastic theory always minimizes the actual unbalancedforces in the sense of a condition number in the norm ofcomplementary energy.

第三部分,通过对溪洛渡拱坝拱端推力角及不平衡力的研究,得出如下结论:(1)非线性计算较弹性计算的推力角大;对于非线性计算而言,拱坝超载过程中各高程段的推力角均有所增加,这反映了拱坝具有较高超载能力的内在机制;(2)在总余能范数的意义上,按弹塑性本构关系确定的不平衡力或加固力是最小的,弹塑性计算确定的加固力和真解相比偏于安全。

In the practical examples we optimized a simple double-curved arch dam with a single circle centerand equal thickness,and a complicated logarithmic spiral double-curved arch dam according to this designnotion,calculation results of the practical examples show that the design method is audio-visual and rational.

在实例中按照这种设计思路,对体形较简单的单圆心等厚度双曲拱坝和较复杂的对数螺旋线双曲拱坝分别进行了优化设计,计算结果表明该优化设计方法直观、合理。

Based on the conception of the equivalent stress,the expressions of the equivalent stress was educed. In this optimal design, the macro file for calculating the equivalent stress of arch dam is complied by using the parameter design language of the software, and the optimal design for shape of arch dam using equivalent stress as stress restraint condition is carried out.

本文基于等效应力概念,推导了拱坝有限元等效应力计算公式,将有限元法求得的坝体与基岩交接面上的应力合成截面内力,然后求出对应的线性化应力,并以此应力作为应力约束条件,实现了以等效应力作为应力约束条件进行拱坝体形优化。

Based on the marriage of finite elements method and multi-arch beam method, improving equivalent stress analysis method of arch dam is proposed and the effect of mesh size on arch dam equivalent stress is discussed in this paper.

在综合有限元和多拱梁法优点的基础上,提出了一种改进的拱坝等效应力分析方法,并通过算例探讨了网格尺寸对拱坝等效应力的影响。

Many high arch dam projects adopt the plunge pool to dissipate energy of discharged flow from arch dam.

高拱坝枢纽采用坝身泄洪、水垫塘消能是一种较好的布置型式,但水垫塘底板的型式和尺寸及其泄洪时稳定性是它的关键技术问题。

The purpose of opening the orifice was to sluice. The influence of fluctuating pressure upon the dam was another problem which was concerned by engineer. The paper analyzed Shuangkoudu masonry arch dam. The result indicated that the dam natural frequencies which consider the dam and the reservoir water interaction have great different from the preponderant frequencies of fluctuating pressure, the dam's first rank of vibration was far away from the high energy region of the fluctuating flow, so the sympathetic vibration would not take place.

坝身开设孔口主要目的是为了泄洪,泄洪时水流脉动压力对坝体结构动的影响是设计人员关心的另一课题,论文针对双口渡浆砌石拱坝进行了分析,研究结果表明:在考虑坝体一库水相互作用时坝体自振频率和水流脉动压力的优势频率相差较大,坝体的一阶振动远离脉动水流的高能量范围,二者不会发生共振。

For the asymmetries and high water pressure, the safety of Jinping High Arch Dam is one of key issues in the design and construction of Jinping High Arch Dam.

这些不对称性和高水压使锦屏高拱坝的安全性成为锦屏拱坝建设中最重要的关键技术问题之一。

Arch dam, which is fastened to the base rock, is a high_order, hyperstatic, spacial body case structure. It has not only arch function but also girder function, but its main loads are passed to each dam abutment by means of arch function.

拱坝是固结于基岩的高次超静定空间壳体结构,既有拱作用又有梁作用,其主要荷载是通过拱的作用传到两岸坝端。

Arch dam, which is fastened to the base rock, is a high_order, hyperstatic, spacial body case structure. It has not only arch function but also girder function, but its main loads are passed to each dam abutment by means of arch function.

拱坝是固结于基岩的高次超静定空间壳体结构,既有拱作用又有梁作用,其主要荷载是通过拱的作用传到两岸坝肩。

The calculated results of the arch dam stress by the present method can be used for safety assessment of arch dams according to the national arch dam design code.

表明用本文分析方法得出的应力结果可以按现行的拱坝设计规范规定的应力标准评价拱坝坝体安全度。

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