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结构可靠度分析非线性抗力函数线性化问题的研究
引用本文:陈慰如.结构可靠度分析非线性抗力函数线性化问题的研究[J].大连理工大学学报,1986(1).
作者姓名:陈慰如
作者单位:大连工学院工程结构教研室
摘    要:本文研究了非线性抗力函数线性化处理方法,以简化极限状态方程代替实际极限 状态方程对可靠度分析的影响。文中以钢筋混凝土两种实际构件为例,用实际极限状 态方程作了可靠度计算,并与简化方程作了对比分析.

关 键 词:结构可靠度  抗力函数  可靠指标

Study on the Linearized Problem of the Non-linear Resistance Function in Structural Reliability Analysis
Chen Weiru.Study on the Linearized Problem of the Non-linear Resistance Function in Structural Reliability Analysis[J].Journal of Dalian University of Technology,1986(1).
Authors:Chen Weiru
Institution:The Research Section of Structural Engineering of the Civil Engineering Dept.. DIT
Abstract:In this paper, a linearized method of the non-linear resistance function and the effect of the simplified limit state equation instead of the practical limit state equation on reliability analysis are discussed. The structural reliability analysis for two reinforced concrete members with the practical limit state equation is compared with that of simplified limit state equation. The result of comparison is presented in this paper.
Keywords:Structural reliability  Resistance function  Reliability index    
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