摘要
自20世纪20年代以来,工程结构可靠性理论和应用的研究已取得了重大进展。本文根据大量的文献,从结构可靠性基本理论和方法、结构体系可靠度、结构可靠度的Monte-Carlo模拟方法、结构承载能力与正常使用极限状态可靠度、结构疲劳和抗震可靠度、钢筋混凝土结构施工期和老化期可靠度六个方面,分三部分对结构可靠性理论和应用国内外研究的现状进行了概括性总结,以期为我国在这方面研究的进一步发展提供一个参考。本篇是其中的第三部分,主要介绍了结构抗震可靠度,以及钢筋混凝土结构施工期和老化期可靠度研究和应用的发展。
A great progress has been achieved in the research of structural reliability theories and their applications since 1920s when it became a topic of worldwide interest. Based on extensive published papers and research documents, a state of the art summary, consisting of structural reliability fundamental theories and approaches, structural system reliability, Monte Carlo modeling in structural reliability analysis, ultimate and serviceability limit state reliability, fatigue and aseismic reliability as well as construction and wear out period reliability of reinforced concrete structures, is presented in three parts. This is the third part of the serial papers, it focuses on the aspects of development of aseismic reliability, as well as constructuion period and wear out period reliability of reinforced concrete structures.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
2002年第6期2-9,共8页
Journal of Building Structures
基金
国家自然科学基金资助项目(50078009)。
关键词
工程结构
可靠性
抗震
老化
耐久性
engineering structures, reliability, aseismic design, construction period, wear out period, durability, survey
