摘要
基于计算结构力学概念,提出框架结构强度和刚度耦合的可靠性分析方法,解决了极限状态函数和内力的连续生成问题.将该方法与分枝定界法相结合对系统加以分析,计算了结构的总体失效概率.文中方法实现了变更结构的连续可靠性分析,简化了繁琐的总刚运算,为结构退化为机构提供了新判据,加快了系统失效模式的搜索速度,提高了结构系统可靠性分析的时效.
According to the concept of computational structural mechanics, a method to analyze the coupling reliability of strength and stiffness in the frame structure is presented to continuously generate the internal force and limit state function of the structure. The proposed method is then combined with the branch-and-bound method to evaluate the total failure probability of the system. As the proposed method simplifies the global stiffness matrix operation, the continuous analysis of reliability for the variational structure can be realized, and a new criterion of the degenerating from the structure into the mechanism can be obtained. Thus, the searching speed of systemic failure modes and the efficiency of reliability analysis are both improved.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2007年第7期127-130,共4页
Journal of South China University of Technology(Natural Science Edition)
基金
国家自然科学基金资助项目(50508008)
辽宁省博士启动基金资助项目(20041014)
关键词
结构系统
可靠性
强度
刚度
耦合
连续分析
structure system
reliability
strength
stiffness
coupling
continuous analysis
