• Koyna dam, India (1967) - straight gravity dam.

    伊纳大坝印度(1967年)铅直重力坝

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  • Blackbrook dam, England (1957) - straight gravity dam.

    布兰科·布鲁克大坝英格兰(1957年)- - -铅直重力坝

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  • Nanyi reservoir dam is a concrete gravity dam with maximum height of 96.

    南一水库大坝混凝土重力坝大坝96。

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  • The behaviors of fracture in pre-notched gravity dam models are studied in this paper.

    本文研究了预制缝重力坝模型断裂特性。

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  • This paper discusses the problem of stresses in a gravity dam due to seepage pressures.

    本文论述关于重力坝渗透压力作用下坝体应力问题

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  • The stress, strain and sliding stability are important contents for the design of gravity dam.

    应力应变分析坝基抗滑稳定性重力坝设计中的重要内容

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  • Because of its economy and safety, the masonry gravity dam is used in many medium and small-sized engineering.

    砌石重力坝由于经济性安全性很多中小型工程采用

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  • The mode-superposition response spectrum method of cantilever is used to study the seismic response of gravity dam.

    采用悬臂梁振型分解反应研究重力坝地震响应

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  • Associating with a dam example, the influences of correlation on the system reliability of gravity dam are analysed.

    结合实例分析了相关性重力坝系统可靠影响

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  • As a result, analyzing stress-strain of gravity dam has been a concerned problem in gravity dam design and engineering.

    因此,对于重力坝应力应变状态一直是重力坝设计十分关注重视的一个问题

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  • The structural load effect S and the resisting force R are obtained through analyzing the force condition of gravity dam.

    通过重力坝受力分析,得到结构荷载效应S结构的抗力R

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  • It also includes a consideration of possible alternatives, such as a concrete gravity dam or an earth-fill embankment dam.

    还要考虑可能备选方案比如是选择混凝土重力坝还是选择填土筑堤大坝。

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  • By random vibration theory, the effects of dam height and foundation stiffness of gravity dam on its seismic response are studied.

    应用随机振动理论,研究了坝基刚度重力坝地震响应影响规律。

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  • A practical model for earthquake movement input is proposed and the method for random seismic analysis of gravity dam is discussed.

    提出了二维随机震动输入实用模型详细论述了重力坝结构随机地震动力响应分析方法

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  • This project recommend concrete gravity dam plan, by means of analysis geology data, we could select dam foundation plane reasonablely.

    工程推荐碾压混凝土重力坝方案通过地质勘察资料细致分析、评价,从而合理选择坝基建基

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  • After summarizing various analytic methods, the basic principle of FEM theories to the gravity dam are formulated briefly in this paper.

    本文综述了重力坝的各种分析方法简要阐述重力坝有限元分析方法基本原理

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  • The foundation of Baise gravity dam has bad geological phenomena such as high elastic modulus ratio, joint fissures and large faults etc.

    百色重力坝地质条件复杂,地基岩体具有高模节理裂隙发育不良地质现象

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  • A concrete gravity dam with 1 ~ 2 longitudinal seams and level keyways in seam surface was grouted when the concrete stays a stable temperature.

    大坝混凝土重力坝,根据温控要求,坝体设置1 ~2条纵设置水平键槽坝体混凝土达到稳定温度后进行接缝灌浆。

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  • The concept of nonlinear equivalent stress is proposed in this paper to solve the problem of corner stress of gravity dam near the base surface.

    针对重力坝建基角缘应力问题提出非线性等效应力概念

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  • The dam axis of Wanjiazhai Water Control Project is located in the wide U shaped channel. The dam type is a straight semi monolithic gravity dam.

    万家寨水利枢纽拦河坝轴线河道断面呈偏宽U字形直线整体式重力坝。

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  • Middle the former hydroelectric station construction, the gravity dam mostly chooses on new and the complete rock mass, the rock mass quality is high.

    以往水电站建设当中重力坝大都选择新鲜完整程度好的岩体上,岩体质量较高

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  • This paper studies the stress and deformation behavior of the concrete gravity dam with joints by means of mixed approach using finite element methods.

    运用有限元混合法,研究重力坝应力变形性态。详细讨论了带缝重力坝的并缝问题,发现并缝对改善带缝坝体的受力状态效果明显。

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  • Gravity dam mainly relies on its own gravity to maintain the stability, with large volume, good stability, but for various reasons, it still may be breaked.

    重力坝主要依靠自身的重力维持稳定,其坝体体积稳定性由于各种原因可能失事

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  • Aimed at the design demand of high RCC gravity dam for Longtan project that is about to start, the results of studies will provide the important reference basis.

    研究工作针对龙滩碾压混凝土重力坝设计需要成果即将开工的龙滩工程建设提供重要参考依据。

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  • In this article three dimension FEM is adopted in the stress analysis of bottom diversion outlet and notch segment of a RCC gravity dam when flowing design flood.

    本文采用有限元法,碾压混凝土底孔缺口坝段情况,顶部未到设计龄期碾压混凝土大型导流底孔周边的应力分布进行了分析

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  • The dynamic behavior of an arch-gravity dam during earthquakes is determined by the gelatin-model dynamic test, gypsum-model dynamic test and the approximate analysis.

    本文对一个拱形重力坝进行了软胶模型石膏模型动力试验

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  • On top of that, this method is used to calculate the stress intensity factors of interface crack at the heel of gravity dam, and some useful conclusions are presented.

    作为应用,文中计算界面裂缝应力强度因子,得出了应力强度因子随坝基弹模、库水位和缝水压力的变化规律。

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  • The case study of a gravity dam shows that the 2-order equivalent stress is somewhat mesh independent, and suitable to be used to evaluate the corner stress of gravity DAMS.

    重力坝说明,2等效应力具有一定网格稳定性,适合重力坝工程中比较局部角缘应力。

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  • The failure process of the model was simulated by RFPA2D software. Simulation results show three failure modes of gravity dam, such as surficial slide, deep slide and mixed slide.

    利用岩石破坏过程分析软件——RFPA2D对模型进行数值模拟,模拟结果显示重力坝破坏三种模式表层滑动深层滑动混合滑动。

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  • The failure process of the model was simulated by RFPA2D software. Simulation results show three failure modes of gravity dam, such as surficial slide, deep slide and mixed slide.

    利用岩石破坏过程分析软件——RFPA2D对模型进行数值模拟,模拟结果显示重力坝破坏三种模式表层滑动深层滑动混合滑动。

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