ADVANCED PROBABILISTIC STRUCTURAL-ANALYSIS METHOD FOR IMPLICIT PERFORMANCE FUNCTIONS

被引:253
作者
WU, YT
MILLWATER, HR
CRUSE, TA
机构
[1] Division of Engineering and Material Sciences, Southwest Research Institute, San Antonio, TX
关键词
D O I
10.2514/3.25266
中图分类号
V [航空、航天];
学科分类号
08 ; 0825 ;
摘要
In probabilistic structural analysis, the performance or response functions usually are implicitly defined and must be solved by numerical analysis methods such as finite-element methods. In such cases, the commonly used probabilistic analysis tool is the mean-based second-moment method, which provides only the first two statistical moments. This paper presents an advanced mean-based method, which is capable of establishing the full probability distributions to provide additional information for reliability design. The method requires slightly more computations than the mean-based second-moment method but is highly efficient relative to the other alternative methods. Several examples are presented to demonstrate the method. In particular, the examples show that the new mean-based method can be used to solve problems involving nonmonotonic functions that result in truncated distributions. © 1990 American Institute of Aeronautics and Astronautics, Inc., All rights reserved.
引用
收藏
页码:1663 / 1669
页数:7
相关论文
共 17 条
[1]  
Ang A.-S., 1984, PROBABILITY CONCEPTS, V2
[2]   PROBABILISTIC STRUCTURAL-ANALYSIS METHODS AND APPLICATIONS [J].
CRUSE, TA ;
WU, YT ;
DIAS, B ;
RAJAGOPAL, KR .
COMPUTERS & STRUCTURES, 1988, 30 (1-2) :163-170
[3]  
Dias J., 1989, COMPUTATIONAL MECHAN, P211
[4]  
HASOFER AM, 1974, J ENG MECH DIV-ASCE, V100, P111
[5]  
HAUG EJ, 1986, DESIGN SENSITIVITY A
[6]  
HOHENBICHLER M, 1981, J ENG MECH DIV-ASCE, V107, P1227
[7]  
LI KS, 1985, STRUCT SAF, V3, P29
[8]  
Madsen H. O., 1986, METHODS STRUCTURAL S
[9]  
MILLWATER H, 1988, 29TH P AIAA ASME ASC, P1283
[10]   STRUCTURAL RELIABILITY UNDER COMBINED RANDOM LOAD SEQUENCES [J].
RACKWITZ, R ;
FIESSLER, B .
COMPUTERS & STRUCTURES, 1978, 9 (05) :489-494