以结构力学为理论依据,以有限单元法为基础,借助和参考有关有限元程序设计方法,按照结构系统可靠性失效模式分析的要求,采用编程语言研制成功基于有限元的可靠性分析软件RAPS(Reliability Analysis Program of Structure based on FEM)...以结构力学为理论依据,以有限单元法为基础,借助和参考有关有限元程序设计方法,按照结构系统可靠性失效模式分析的要求,采用编程语言研制成功基于有限元的可靠性分析软件RAPS(Reliability Analysis Program of Structure based on FEM),运用该软件对立体车库钢结构的可靠性进行具体的分析;对判定结构系统失效与否的失效准则进行讨论和分析,并针对立体车库钢结构,得出合理的失效准则和系统可靠度的计算方法;通过实例说明约界参数CAP、失效路径长度和系统复杂程度对失效准则和系统可靠度结果的影响。展开更多
The evaluation of reliability for structural system is important in engineering practices.In this paper,by combining the design point method,JC method,interval analysis theory,and increment load method,we propose a ne...The evaluation of reliability for structural system is important in engineering practices.In this paper,by combining the design point method,JC method,interval analysis theory,and increment load method,we propose a new interval design point method for the reliability of structural systems in which the distribution parameters of random variables are described as interval variables.The proposed method may provide exact probabilistic interval reliability of structures whose random variables can have either a normal or abnormal distribution form.At last,we show the feasibility of the proposed approach through a typical example.展开更多
文摘以结构力学为理论依据,以有限单元法为基础,借助和参考有关有限元程序设计方法,按照结构系统可靠性失效模式分析的要求,采用编程语言研制成功基于有限元的可靠性分析软件RAPS(Reliability Analysis Program of Structure based on FEM),运用该软件对立体车库钢结构的可靠性进行具体的分析;对判定结构系统失效与否的失效准则进行讨论和分析,并针对立体车库钢结构,得出合理的失效准则和系统可靠度的计算方法;通过实例说明约界参数CAP、失效路径长度和系统复杂程度对失效准则和系统可靠度结果的影响。
基金supported by the Postdoctoral Science Foundation of China(Grant No.2013M531239)
文摘The evaluation of reliability for structural system is important in engineering practices.In this paper,by combining the design point method,JC method,interval analysis theory,and increment load method,we propose a new interval design point method for the reliability of structural systems in which the distribution parameters of random variables are described as interval variables.The proposed method may provide exact probabilistic interval reliability of structures whose random variables can have either a normal or abnormal distribution form.At last,we show the feasibility of the proposed approach through a typical example.
