Optimal seismic design of steel structures by an efficient soft computing based algorithm

被引:46
作者
Gholizadeh, S. [1 ]
Salajegheh, E. [1 ]
机构
[1] Univ Kerman, Dept Civil Engn, Kerman, Iran
关键词
Seismic loading; Particle swarm optimization; Adaptive virtual sub-population; Adaptive neuro-fuzzy inference system; Wavelet; Radial basis function neural network; NEURAL-NETWORK; GENETIC ALGORITHM; EARTHQUAKE; OPTIMIZATION; SYSTEM; PREDICTION;
D O I
10.1016/j.jcsr.2009.07.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The main aim of this study is to propose advanced soft computing techniques for the optimal seismic design of real steel structures subjected to natural ground motion records. For the solution of the optimization problem an efficient combination of the particle swarm optimization (PSO) and adaptive virtual sub-population (AVSP) algorithms is proposed. Also an efficient combination of the adaptive neuro-fuzzy inference system (ANFIS), wavelet transforms (WT) and radial basis function (RBF) neural networks, termed as fuzzy wavelet radial basis function (FWRBF), is proposed to accurately predict the structural responses. The numerical results demonstrate the computational advantages of the proposed methodology. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:85 / 95
页数:11
相关论文
共 42 条
[1]  
*AM I STEEL CONSTR, 1995, MAN STEEL CONSTR ALL
[2]  
*AM I STEEL CONSTR, 1998, MAN STEEL CONSTR LOA
[3]  
ARORA JS, 1999, STRUCTURAL DYNAMIC S
[4]  
BERGH VD, 2003, 2003 IEEE SWARM INT, P235
[5]   Applications of continuous wavelet transforms on ice load signals [J].
Bjerkas, Morten ;
Skiple, Asle ;
Roe, A. Iver .
ENGINEERING STRUCTURES, 2007, 29 (07) :1450-1456
[6]  
CHENG FY, 2000, ASCE STRUCT 2000 C P
[7]   THE WAVELET TRANSFORM, TIME-FREQUENCY LOCALIZATION AND SIGNAL ANALYSIS [J].
DAUBECHIES, I .
IEEE TRANSACTIONS ON INFORMATION THEORY, 1990, 36 (05) :961-1005
[8]  
Daubechies I., 1992, CBMS Regional Conference Series in Mathematics, V61
[9]   Structural reliability analysis for implicit performance function using radial basis function network [J].
Deng, J .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2006, 43 (11-12) :3255-3291
[10]   A modified elitist genetic algorithm applied to the design optimization of complex steel structures [J].
Gero, MBP ;
García, AB ;
Díaz, JJDC .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2005, 61 (02) :265-280