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1·Koyna dam, India (1967) - straight gravity dam.

科伊纳大坝，印度(1967年)铅直重力坝。

2·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。

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

南一水库大坝为混凝土重力坝，最大坝高96。

4·Stability control against sliding is a basic control in design of gravity dam.

抗滑稳定控制是重力坝设计的基本控制。

5·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的断裂特性。

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

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。

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

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。

8·It bring forward apply contact model on the stability against sliding analysis of gravity dam.

提出把接触模型应用于重力坝抗滑稳定分析。

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

浆砌石重力坝由于其经济性和安全性，在很多中小型工程中被采用。

10·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谱法研究重力坝地震响应。

重力坝

1·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。

2·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，地基岩体具有高模量比、节理裂隙发育等不良地质现象。

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

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。

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

浆砌石重力坝由于其经济性和安全性，在很多中小型工程中被采用。

5·In this paper, through mathematically imitating the slightly inclined weak layer consolidated with shear keys in the gravity dam foundation, the failure mechanism of shear keys is studied.

本文采用有限单元法，对加固重力坝基础缓倾角软弱结构面抗滑硐塞系统的破坏机理进行了初步分析。