| 结构可靠性理论与传统设计理论的不同特征 |
| |
| 引用本文： | 李丽娟.结构可靠性理论与传统设计理论的不同特征[J].世界桥梁,2008(2):75-77. |
| |
| 作者姓名： | 李丽娟 |
| |
| 作者单位： | 中国铁道出版社,北京,100054 |
| |
| 摘 要： | 采用以结构可靠性理论为基础的多系数极限状态设计方法已经成为国际结构工程界的大趋势,我国在结构可靠性理论研究和应用上已和国际标准接轨。比较了按结构可靠性理论进行设计与传统设计理论的不同特征。
|
| 关 键 词： | 结构可靠性理论 极限状态设计方法 设计理论 比较 |
| 文章编号： | 1671-7767(2008)02-0075-03 |
| 修稿时间： | 2008年3月3日 |
Different Characteristics Between Structural Reliability Theory and Conventional Design Theory |
| |
| LI Li-juan.Different Characteristics Between Structural Reliability Theory and Conventional Design Theory[J].World Bridges,2008(2):75-77. |
| |
| Authors: | LI Li-juan |
| |
| Abstract: | The utilization of multi-factor limit state design method based on the structural reliability theory becomes a trend in the international structural engineering circle and the research and application of the reliability theory in China have also been integrated with the international codes and standards.In this paper,the different characteristics of the design respectively in compliance with the structural reliability theory and the conventional design theory are compared. |
| |
| Keywords: | structural reliability theory limit state design method design theory comparison |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
