摘要
介绍了结构耐久性的研究现状及其概念的不同表述,分析了耐久性与安全性、适用性、极限状态之间的关系,在分析基础上讨论了结构耐久性极限状态的设置方法,建议以结构的可靠指标(或失效概率)作为耐久性极限状态的量化指标。
The research status on structure durability and its different definitions were briefly intro- duced, the relationship between durability and safety , applicability, limit state was analyzed, based on analysis , the setting method of structure durability limit state was discussed, the paper was proposing that structure reliability index （ or failure probability） be ~sed as quantitative index of durability ultimatestates.
出处
《低温建筑技术》
2014年第11期31-33,共3页
Low Temperature Architecture Technology
基金
塔里木大学校长基金(TDZKSS201316)
