摘要
将结构连续变更原理应用于刚架结构的可靠性分析中,以分枝定界法有效的筛选出结构可能失效模式的集合,通过算例得出了分枝树结果.
This paper will structure used in continuous Change Principle of frame structure reliability analysis,branch and bound method for effective structure may failure mades were set by example that the tree branches results.
出处
《辽宁大学学报（自然科学版）》
CAS
2011年第3期258-260,共3页
Journal of Liaoning University：Natural Sciences Edition
关键词
刚架结构
连续变更
分枝定界法
失效模式集合
frame structure
continual variation
branch and bound method
failure mode set
