SENSITIVITY ESTIMATION WITHIN 1ST-ORDER AND 2ND-ORDER RELIABILITY METHODS

被引:72
作者
KARAMCHANDANI, A
CORNELL, CA
机构
[1] Department of Civil Engineering, Stanford University, Stanford, CA
关键词
1ST-ORDER RELIABILITY METHODS; PARAMETRIC SENSITIVITY; 2ND-ORDER RELIABILITY METHODS; SENSITIVITY ANALYSIS;
D O I
10.1016/0167-4730(92)90002-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An efficient method to compute the sensitivity of failure probability estimates to changes in distribution parameters is proposed. The method is applicable to failure probability estimates obtained by first and second order reliability methods (FORM and SORM). It is based on the fact that current FORM and SORM approaches require transforming the problem into standard normal space and then numerically fitting first/second order approximations. To compute the change in failure probability due to a change in parameter, one can transform the points that were used to numerically fit the approximation into a new standard normal space corresponding to the changed parameter, fit a new approximation and use the new approximation to compute the changed failure probability. The proposed method is computationally efficient because it does not require any new structural response evaluations. In contrast to conventional methods that are accurate for FORM estimates of component problems, the proposed method is accurate for FORM and SORM estimates of both component and system problems.
引用
收藏
页码:95 / 107
页数:13
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]   ASYMPTOTIC APPROXIMATIONS FOR MULTINORMAL INTEGRALS [J].
BREITUNG, K .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1984, 110 (03) :357-366
[3]   NARROW RELIABILITY BOUNDS FOR STRUCTURAL SYSTEMS [J].
DITLEVSEN, O .
JOURNAL OF STRUCTURAL MECHANICS, 1979, 7 (04) :453-472
[4]   1ST-ORDER CONCEPTS IN SYSTEM RELIABILITY [J].
HOHENBICHLER, M ;
RACKWITZ, R .
STRUCTURAL SAFETY, 1983, 1 (03) :177-188
[5]   NEW LIGHT ON 1ST-ORDER AND 2ND-ORDER RELIABILITY METHODS [J].
HOHENBICHLER, M ;
GOLLWITZER, S ;
KRUSE, W ;
RACKWITZ, R .
STRUCTURAL SAFETY, 1987, 4 (04) :267-284
[6]  
HOHENBICHLER M, 1984, MATH GRUNDLAGEN ZUVE
[7]  
Hohenbichler M., 1986, CIVIL ENG SYST, V3, P203, DOI [10.1080/02630258608970445, DOI 10.1080/02630258608970445]
[8]  
KARAMCHANDANI AK, 1991, UNPUB STRUCTURAL SAF
[9]  
Madsen H. O., 1986, METHODS STRUCTURAL S
[10]   STRUCTURAL RELIABILITY UNDER COMBINED RANDOM LOAD SEQUENCES [J].
RACKWITZ, R ;
FIESSLER, B .
COMPUTERS & STRUCTURES, 1978, 9 (05) :489-494