Probability analysis method using Fast Fourier transform and its application

被引:34
作者
Sakamoto, J
Mori, Y
Sekioka, T
机构
[1] NAGOYA UNIV,DEPT GEOTECH & ENVIRONM ENGN,NAGOYA,AICHI 46401,JAPAN
[2] NAGOYA UNIV,DEPT ARCHITECTURE,NAGOYA,AICHI 46401,JAPAN
关键词
probability analysis; correlation; characteristic function; Fast Fourier transform; non-normal random variables; load and resistance factors; system reliability; response surface;
D O I
10.1016/S0167-4730(96)00032-X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an efficient probability analysis method using Fast Fourier transform taking into account that (1) a probability density function and its characteristic function are a pair of Fourier transforms, and (2) the characteristic function of the sum of statistically independent random variables is given by the product of the characteristic functions of each random variable. The efficient probability analysis method is extended for the sum of correlated non-normal random variables with correlation coefficients expressed by the power of a common value. Expressing the correlated basic variables in terms of two sets of uncorrelated random variables, the characteristic function of their sum can be estimated approximately by the characteristic functions of the correlated basic variables. The probability density function of the sum is obtained using Fast Fourier transform. The accuracy and applicability of the approximation method are investigated based on the estimation error of the cumulant and using numerical examples. Applications of the proposed method to various aspects of structural reliability analysis and design are illustrated. (C) 1997 Elsevier Science Ltd.
引用
收藏
页码:21 / 36
页数:16
相关论文
共 9 条
[1]  
[Anonymous], STRUCTURAL RELIABILI
[2]   A FAST AND EFFICIENT RESPONSE-SURFACE APPROACH FOR STRUCTURAL RELIABILITY PROBLEMS [J].
BUCHER, CG ;
BOURGUND, U .
STRUCTURAL SAFETY, 1990, 7 (01) :57-66
[3]  
Lin Y.K., 1967, Probabilistic Theory of Structural Dynamics
[4]  
Liu Pei-Ling., 1986, PROBALISTIC ENG MECH, V1, P105, DOI DOI 10.1016/0266-8920(86)90033-0
[5]   IMPORTANCE SAMPLING IN STRUCTURAL SYSTEMS [J].
MELCHERS, RE .
STRUCTURAL SAFETY, 1989, 6 (01) :3-10
[6]   A NEW LOOK AT THE RESPONSE-SURFACE APPROACH FOR RELIABILITY-ANALYSIS [J].
RAJASHEKHAR, MR ;
ELLINGWOOD, BR .
STRUCTURAL SAFETY, 1993, 12 (03) :205-220
[7]  
Rubinstein Reuven Y., 1981, Simulation and the Monte Carlo Method
[8]  
SAKAMOTO J, 1995, J STRUCTURAL CONSTRU, P39
[9]  
SEKIOKA T, 1995, SUMM TECHN PAP ANN B, V1, P13