| 钢筋混凝土构件承载能力极限状态可靠度分析 |
| |
| 引用本文： | 袁苗苗,刘祖华.钢筋混凝土构件承载能力极限状态可靠度分析[J].山西建筑,2010,36(4):78-79,91. |
| |
| 作者姓名： | 袁苗苗 刘祖华 |
| |
| 作者单位： | 同济大学土木工程学院,上海,200092 |
| |
| 摘 要： | 采用考虑随机变量分布类型的一次二阶矩法,推导了承载能力极限状态控制设计的钢筋混凝土受弯构件可靠指标计算的一种近似方法,并对混凝土受弯构件承载能力极限状态的可靠度进行了全面的计算和分析。
|
| 关 键 词： | 钢筋混凝土 结构可靠度 承载能力极限状态 |
Reliability analysis for reinforced concrete members based on carrying capacity limited state |
| |
| YUAN Miao-miao,LIU Zu-hua.Reliability analysis for reinforced concrete members based on carrying capacity limited state[J].Shanxi Architecture,2010,36(4):78-79,91. |
| |
| Authors: | YUAN Miao-miao LIU Zu-hua |
| |
| Affiliation: | YUAN Miao-miao LIU Zu-hua |
| |
| Abstract: | The first order second moment method with consideration of the probability distribution type of the basic variables is used to derive an approximate reliability index computing method proposed for the reinforced concrete members subjecting to bending,which are controlled by carrying capacity limit state,and computing and analysis the carrying capacity limit states for the structural members as mentioned above. |
| |
| Keywords: | reinforced concrete structural reliability carrying capacity limited state |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
