| 拱坝体型设计的统计模型 |
| |
| 引用本文： | 高健,计家荣,黄海燕.拱坝体型设计的统计模型[J].河海大学学报(自然科学版),1997,25(2):58-64. |
| |
| 作者姓名： | 高健 计家荣 黄海燕 |
| |
| 作者单位： | 浙江水利水电专科学校 |
| |
| 摘 要： | 应用数理统计方法，通过建拱坝数据库，确定拱坝体型厚高比，最小体积，最大柔度三个参数的统计模型，并对数座拱坝进行检验，得到比较一致的结果，提供的三个参数可拱设计人员在拟定拱坝体型几何参数和进行型优化设计时参考，并为宏观判断大坝安全性提供对比资料。
|
| 关 键 词： | 拱坝 厚高比 最小体积 柔度 统计模型 |
| 修稿时间： | 2005/1/28 0:00:00 |
Statistical Models for Arch Dam Shape Design |
| |
| Gao,Jian.Statistical Models for Arch Dam Shape Design[J].Journal of Hohai University (Natural Sciences ),1997,25(2):58-64. |
| |
| Authors: | Gao Jian |
| |
| Abstract: | In this paper, the statistic method is used to build a data base of arch dams, and three shape design parameters of arch dams, the thickness height ratio, the minimum volume and the maximum flexibility are obtained. The parameters have been verifred on several arch dams, and the results are consistent. Three parameters proposed in this paper are useful for the desinger in the determination of geometric parameters of arch dams and the optimum design of arch dams, and may supply comparative data for judging the degree of safety of arch dams. |
| |
| Keywords: | arch dam thickness height radio mininum volume flexibility interval of confidence |
| 本文献已被 CNKI 维普 等数据库收录！ |
| 点击此处可从《河海大学学报(自然科学版)》浏览原始摘要信息 |
| 点击此处可从《河海大学学报(自然科学版)》下载免费的PDF全文 |
