混凝土重力坝一般设有数条纵缝。
Concrete gravity DAMS are constructed with multiple longitudinal joints.
碾压混凝土重力坝是一种新的坝型。
家所大坝，日本(2000年)——铅直重力坝。
本文讨论了整体重力坝的应力分析方法。
In this paper, the stress analysis of monolithic gravity DAMS is discussed.
抗滑稳定控制是重力坝设计的基本控制。
Stability control against sliding is a basic control in design of gravity dam.
提出把接触模型应用于重力坝抗滑稳定分析。
It bring forward apply contact model on the stability against sliding analysis of gravity dam.
科伊纳大坝，印度(1967年)铅直重力坝。
南一水库大坝为混凝土重力坝，最大坝高96。
Nanyi reservoir dam is a concrete gravity dam with maximum height of 96.
结合实例分析了相关性对重力坝系统可靠度的影响。
Associating with a dam example, the influences of correlation on the system reliability of gravity dam are analysed.
熊谷大坝，美国(1992年)- - -铅直重力坝(改建后)。
Bear Valley Dam, USA (1992) - straight gravity (after modification).
龙滩碾压混凝土重力坝采用钢筋混凝土面板作为防渗体。
The reinforced concrete face-slab is adopted as impervious body by Long Tan RCC Dam.
本文论述了关于重力坝在渗透压力作用下的坝体应力问题。
This paper discusses the problem of stresses in a gravity dam due to seepage pressures.
应力应变分析和坝基抗滑稳定性是重力坝设计中的重要内容。
The stress, strain and sliding stability are important contents for the design of gravity dam.
为龙滩高碾压混凝土重力坝设计和施工提供了重要的参考依据。
It provides important reference for Longtan high RCC dam design and construction.
应用有限元法，编制子程序，研究了重力坝应力和应变分布规律。
Applying finite element method and programming subprogram to study distributed regularities of concrete gritty dam's stress and strain.
通过对重力坝的受力分析，得到结构的荷载效应S及结构的抗力R。
The structural load effect S and the resisting force R are obtained through analyzing the force condition of gravity dam.
布兰科·布鲁克大坝，英格兰(1957年)- - -铅直重力坝。
应用随机振动理论，研究了坝高和坝基刚度对重力坝地震响应的影响规律。
By random vibration theory, the effects of dam height and foundation stiffness of gravity dam on its seismic response are studied.
还要考虑到可能的备选方案，比如是选择混凝土重力坝还是选择填土筑堤大坝。
It also includes a consideration of possible alternatives, such as a concrete gravity dam or an earth-fill embankment dam.
探讨了有限单元法应用于重力坝设计及坝踵等应力奇异区域的应力控制标准问题。
The stress singularity in the heel region of gravity DAMS is discussed in order to apply finite dement method directly to dam design.
百色重力坝地质条件复杂，地基岩体具有高模量比、节理裂隙发育等不良地质现象。
The foundation of Baise gravity dam has bad geological phenomena such as high elastic modulus ratio, joint fissures and large faults etc.
以往的水电站建设当中，重力坝大都选择在新鲜和完整程度好的岩体上，岩体质量较高。
Middle the former hydroelectric station construction, the gravity dam mostly chooses on new and the complete rock mass, the rock mass quality is high.
浆砌石重力坝的应力和稳定性分析是进行其它设计的基础，是整个设计的重要组成部分。
As the foundation of other analysis in gravity dam's designment, stress and stability analysis is an significant segment.
在混凝土重力坝有限元应力分析中，坝踵和坝趾的应力随网格剖分尺寸的减小而急剧增大。
Based on the dam heel and toes stress calculated by FEM changes very much as the mesh size reduces.
以坝踵主拉应力区相对宽度为变量，探讨了重力坝坝踵主拉应力区的范围和应力分布规律。
The main tension zone and law of stress distribution are investigated regarding the relative width of diagonal tension stress zone as variable.
提出了二维随机地震动输入实用模型，详细论述了重力坝结构随机地震动力响应的分析方法。
A practical model for earthquake movement input is proposed and the method for random seismic analysis of gravity dam is discussed.
运用人工智能专家系统的原理和构造方法，采用VB语言创建重力坝坝基岩体分级专家系统。
The principles and construction of artificial intelligence expert system are applied to establish, with VB language, a rock classification expert system for concrete gravity dam foundation.
本文阐述了采用非线性规划的坐标轮换法，作为求解混凝土非溢流实体重力坝最优剖面的方法；
The coordinate rotary method of nonlinear programming is described for solving the optimum section of the non-overflow concrete gravity dams.
重力坝算例说明，2阶等效应力具有一定的网格稳定性，适合在重力坝工程中比较局部角缘应力。
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.
重力坝算例说明，2阶等效应力具有一定的网格稳定性，适合在重力坝工程中比较局部角缘应力。
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.
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