An integrated approach for optimum design of bridge decks using genetic algorithms and artificial neural networks

被引:47
作者
Srinivas, V. [1 ]
Ramanjaneyulu, K. [1 ]
机构
[1] Struct Engn Res Ctr, Madras 600113, Tamil Nadu, India
关键词
T-girder bridge; cost optimization; genetic algorithm; artificial neural networks; grillage analogy; objective function; constraints; STRUCTURAL OPTIMIZATION; DISCRETE OPTIMIZATION; TRUSSES; MODEL;
D O I
10.1016/j.advengsoft.2006.09.016
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The objective of this paper is to develop an integrated approach using artificial neural networks (ANN) and genetic algorithms (GA) for cost optimization of bridge deck configurations. In the present work, ANN is used to predict the structural design responses which are used further in evaluation of fitness and constraint violation in GA process. A multilayer back-propagation neural network is trained with the results obtained using grillage analysis program for different bridge deck configurations and the correlation between sectional parameters and design responses has been established. Subsequently, GA is employed for arriving at optimum configuration of the bridge deck system by minimizing the total cost. By integrating ANN with GA, the computational time required for obtaining optimal solution could be reduced substantially. The efficacy of this approach is demonstrated by carrying out studies on cost optimization of T-girder bridge deck system for different spans. The method presented in this paper, would greatly reduce the computational effort required to find the optimum solution and guarantees bridge engineers to arrive at the near-optimal solution that could not be easily obtained using general modeling programs or by trial-and-error. (C) 2006 Elsevier Ltd. All rights resereved.
引用
收藏
页码:475 / 487
页数:13
相关论文
共 32 条
[1]   Neural network model for optimization of cold-formed steel beams [J].
Adeli, H ;
Karim, A .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1997, 123 (11) :1535-1543
[2]  
ARSIAN M, 1997, COMPUT STRUCT, V65, P641
[3]   Training and using neural networks to represent heuristic design knowledge [J].
Biedermann, JD ;
Grierson, DE .
ADVANCES IN ENGINEERING SOFTWARE, 1996, 27 (1-2) :117-128
[4]  
Goldberg DE., 1989, P INT SCI CONFERENCE
[5]   OPTIMAL SIZING, GEOMETRICAL AND TOPOLOGICAL DESIGN USING A GENETIC ALGORITHM [J].
GRIERSON, DE ;
PAK, WH .
STRUCTURAL OPTIMIZATION, 1993, 6 (03) :151-159
[6]  
Hajela P., 1992, Computing Systems in Engineering, V3, P525, DOI 10.1016/0956-0521(92)90138-9
[7]   NEUROBIOLOGICAL COMPUTATIONAL MODELS IN STRUCTURAL-ANALYSIS AND DESIGN [J].
HAJELA, P ;
BERKE, L .
COMPUTERS & STRUCTURES, 1991, 41 (04) :657-667
[8]  
Hajela P., 1991, Computing Systems in Engineering, V2, P473, DOI 10.1016/0956-0521(91)90050-F
[9]  
*IND ROADS C, 2000, IRC6
[10]  
*IND ROADS C, 2000, IRC21