SENSITIVITY ANALYSIS OF RELIABILITY-BASED OPTIMAL SOLUTION

被引:22
作者
ENEVOLDSEN, I
机构
[1] Dept. of Build. Tech. and Struct. Engrg., Univ. of Aalborg, Aalborg, DK-9000
来源
JOURNAL OF ENGINEERING MECHANICS-ASCE | 1994年 / 120卷 / 01期
关键词
D O I
10.1061/(ASCE)0733-9399(1994)120:1(198)
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The paper examines reliability-based optimization problems formulated as the minimization of an objective function with reliability constraints that model the requirements for the reliability index of component failure modes. It is briefly described how these problems can be solved. The main contribution of the paper is given in the sensitivity analysis of the optimal solution aa the optimal stationarity point, i.e., the sensitivity of the objective function and the optimal solution point due to changes in the various model parameters (nonoptimization variables), For the case of sensitivity analysis of the objective function with respect to a model parameter, it is shown by use of perturbation techniques that the total derivative of the objective function (taken at the optimal point) equals the partial derivative of the Lagrange function of the problem. Hereby, the sensitivities of the objective function can be achieved quickly and efficiently. In the case of sensitivity analysis of the optimal point due to a change in a model parameter, an equation system is presented. It is shown that the second-order derivatives of the element reliability indices are necessary. Expressions for these second-order derivatives are then derived by perturbation of the optimality conditions of the underlying reliability index-optimization problem.
引用
收藏
页码:198 / 205
页数:8
相关论文
共 11 条
[1]   PARAMETRIC SENSITIVITY IN 1ST ORDER RELIABILITY THEORY [J].
BJERAGER, P ;
KRENK, S .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1989, 115 (07) :1577-1582
[2]  
ENEVOLDSEN I, 1991, THESIS U AALBORG AAL
[3]  
ENEVOLDSEN I, 1992, 102 U AALB STRUCT RE
[4]  
Gill P. E., 1981, PRACTICAL OPTIMIZATI
[5]  
LIU PL, 1991, STRUCT SAF, V9, P161, DOI 10.1016/0167-4730(91)90041-7
[6]  
Madsen H.O., 2006, METHODS STRUCTURAL S
[7]  
POWELL MJD, 1982, DAMTP1982NA4 CAMBR U
[8]  
Schittkowski K., 1986, Annals of Operations Research, V5, P485, DOI 10.1007/BF02739235
[9]   SENSITIVITY OF OPTIMUM SOLUTIONS OF PROBLEM PARAMETERS [J].
SOBIESZCZANSKISOBIESKI, J ;
BARTHELEMY, JF ;
RILEY, KM .
AIAA JOURNAL, 1982, 20 (09) :1291-1299
[10]  
SORENSEN JD, 1992, NATO ASI SERIES E, P617