重力墩

首先简要介绍用定值方法分析拱坝重力墩的基本原理和一般过程。

At first , the basic theory and general process of the gravity abutment corresponding with definite solution are simply introduced .

本文主要研究拱坝重力墩抗滑稳定的可靠度分析。

This paper is mainly researched the reliability analysis of a gravity abutment of an arch dam based on conception of reliability .

拱坝重力墩抗滑稳定可靠度分析

The Reliability analysis of a Gravity Abutment of an Arch Dam

关于重力墩地震加速度分布系数的讨论

Discussion of the of Seismic Acceleration of Gravity Pier

部分灌浆失效（有缝）拱坝及重力墩的承载力研究

Study of Bearing Capacity of an Arch Dam With Partial Grouting Inefficiency and Thrusting Gravity Block

讨论了重力墩的刚度对拱坝坝体应力的影响。

The influence of the stiffness of the gravity abutment on the stress of the arch dam is also analyzed .

然后在随机有限元的基础上进行拱坝的拱座&重力墩的强度和抗滑稳定可靠度分析，计算相应的可靠指标。

Based on the stochastic finite element method , the reliability of the arch dam gravity abutment is analyzed , and the corresponding reliability index is calculated .

通过可靠度计算分析，该论文得出了一些有益的结论，可供有关拱坝重力墩工程设计参考和应用。

Through the reliability theory computation analysis , this paper has drawn some beneficial conclusions , may supply the related arch dam gravity abutment engineering design reference and the application .

由此可见，本工程所采用的两种计算方法取得了一致的结论，即重力墩抗滑稳定都能满足各自规范的要求。

Thus it can be seen , this project uses two computational methods have obtained the consistent conclusion , namely the gravity abutment anti-slides stably all can satisfy the corresponding standard the request .

大连新港原油码头水深大，为了减小墩子所受的外力并加快施工进度，采用了大型预制钢筋混凝土圆沉箱作为重力墩水下部分的结构。

Since the oil tanker wharf of Talien New Port located in deep water , in order to decrease the external force and make a faster time schedule of erection , the large-scale precast concrete caission is chosen as underwater structure of the gravity-pier .

斜坡码头重力式墩的强度计算

Calculation of Intensity of the Gravity-type Pier of Sloping - faced Wharf

斜坡码头重力式墩抗震设计

Resistance Seismic Design on Gravity Pier of Sloping Wharf

重力式墩柱抗浪稳定性的随机模拟与分析

Simulation analysis for the stability of offshore gravity cylinder

采用该模拟方法可对重力式墩柱的短期可靠性直接做出估计，也可由此进行使用寿命期内的可靠性分析。

By using this method we can directly estimate the short term reliability properties of the structures and further approach the long term problems .