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桁架可靠性分析的分支-界限分析法
引用本文:苏俊华,杨文峰.桁架可靠性分析的分支-界限分析法[J].陕西理工学院学报(社会科学版),1999(3).
作者姓名:苏俊华  杨文峰
作者单位:五邑大学!广东江门,529020,西北建筑工程学院!陕西西安,710061
摘    要:从事件的追踪分析出发,用分支-界限法对桁架系统进行了可靠性分析,分析过程直观、明了,适合对实际工程中的桁架结构进行可靠性分析.

关 键 词:可靠性分析  桁架结构  分支-界限法

Reliability Analysis of Truss Structures with Branch and Bound Method
Su Junhua, Yang Wenfeng.Reliability Analysis of Truss Structures with Branch and Bound Method[J].Journal of Shaanxi University of Technology:Social Sciences,1999(3).
Authors:Su Junhua  Yang Wenfeng
Institution:Wuyi University Northwestern Insitute of Architectural Engineering
Abstract:The reliability of truss sturcture is analyzed with the branch and boundreseach method proceeding from the event-to-event tracing analysis. The analysis processis direct and clear and suitable for reliability analysis of truss system in real engineering.An example is given to explain the application situation of the analysis pro cees.
Keywords:reliability analysis  tructure  branch and hound reseach method
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