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At last, the advanced research orientation of gravity dam system reliability is discussed.

最后,对重力坝可靠度进一步工作方向进行了讨论。

The history of building dam is near 5000 years and the gravity dam most primeval dam.

人类筑坝的历史有近5000年,重力坝是出现最早的一种坝型。

In our country gravity dam hold the absolute predominance in built dam.

在我国重力坝在已建成的大坝中更是占了绝对优势。

The Longtan RCC gravity dam is taken as an example and the analysis results are also given.

本文以龙滩碾压混凝土重力坝为例,给出了实例计算分析结果。

As an example, the reliability analysis of gravity dam is discussed with consideration of bothnonlinearity in material and randomness in parameters.

作为计算实例,研究了重力坝坝基在考虑非线性特性和随机特性情况下的破坏过程和可靠性指标。

The feasibility of the application of fiber grating sensor in gravity dam structure model test was confirmed.

通过光纤传感器和位移计对坝体和坝基位移的监测结果进行比较分析,表明其在对应部位的监测结果较为一致,说明了光纤光栅传感器在重力坝结构模型试验应用中的可行性。

This paper presents two methods to analyze the stability of a gravity dam and its foundation.

论文提出2种分析重力坝和坝基稳定的方法:一种是基于刚体极限平衡原理的直接分析方法,它将坝体和岩基作为不变形的刚体,利用该方法可直接计算出可能滑动面的安全因数;另一种是基于弹塑性理论的间接分析方法,它采用非线性有限元方法分析大坝和坝基的应力和变形。

In this thesis, the structures of gravity dam and earth-retaining wall are analyzed based on elastostatics Boundary Element Method.

本文基于弹性静力学边界元理论,进行了重力坝和挡土墙的结构分析,并编制了相应的边界元FORTRAN程序,其中包括相应问题的输入数据前处理子程序。

The dam base against sliding stability is important contents for design of gravity dam.

坝基抗滑稳定性是重力坝设计中的重要内容。

The test results reveal the overloading coefficient is 6.0,and the failure mechanism of the gravity dam structure model was obtained.

试验结果揭示了超载系数约为6.0,同时得到了重力坝结构模型在超载作用下的破坏机理。

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