Optimal design of planar and space structures with genetic algorithms

被引:205
作者
Erbatur, F [1 ]
Hasançebi, O [1 ]
Tütüncü, I [1 ]
Kiliç, H [1 ]
机构
[1] Middle E Tech Univ, Dept Civil Engn, TR-06531 Ankara, Turkey
关键词
optimization; structural optimization; steel structures; integrated genetic algorithm; constraint handling; computer program 'GAOS'; multilevel optimization;
D O I
10.1016/S0045-7949(99)00084-X
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
One of the most important practical considerations in the optimization of steel structures is that structural members are generally to be selected from available steel profiles. Furthermore, the solutions produced according to the national specifications are undoubtedly valuable from the point of view of applicability in real-life practice. This paper reports the development of a computer-based systematic approach for discrete optimal design of planar and space structures composed of one-dimensional elements. The main characteristic of the solution methodology is the use of a genetic algorithm (GA) as the optimizer. Applications and experience on steel frame and truss structures are discussed. The results of comparative studies of the GA against other various discrete and continuous optimization algorithms for a class of representative structural design problems are reported to show the efficiency of the former. It is observed that a GA often finds the region of the search space containing the global optimum, but not the true optimum itself. Also, in this study an approach based on a proposed multilevel optimization is tested and proved to overcome this shortcoming. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:209 / 224
页数:16
相关论文
共 20 条
[1]   CONCURRENT GENETIC ALGORITHMS FOR OPTIMIZATION OF LARGE STRUCTURE [J].
ADELI, H ;
CHENG, NT .
JOURNAL OF AEROSPACE ENGINEERING, 1994, 7 (03) :276-296
[2]  
[Anonymous], 1989, GENETIC ALGORITHM SE
[3]  
CHAPMAN CD, 1993, ASME, V65, P485
[4]  
CHAPMAN CD, 1994, P 9J ASME DES AUT C
[5]   OPTIMAL-DESIGN OF A WELDED BEAM VIA GENETIC ALGORITHMS [J].
DEB, K .
AIAA JOURNAL, 1991, 29 (11) :2013-2015
[6]  
Gellatly R., 1971, AFFDLTR70165
[7]   OPTIMAL SYNTHESIS OF STEEL FRAMEWORKS USING STANDARD SECTIONS [J].
GRIERSON, DE ;
LEE, WH .
JOURNAL OF STRUCTURAL MECHANICS, 1984, 12 (03) :335-370
[8]  
HASANCEBI O, 1999, IN PRESS ACTA MECH
[9]   PLANE FRAME OPTIMUM DESIGN ENVIRONMENT BASED ON GENETIC ALGORITHM [J].
JENKINS, WM .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1992, 118 (11) :3103-3112
[10]  
Keane A. J., 1994, EXPERIENCES OPTIMIZE