DocumentCode
3167011
Title
Optimum design of steel box-concrete composite arch bridges based on improved genetic algorithms
Author
Chen, DongJun
Author_Institution
Res. Instn., XinJiang Sci. Res. Inst. of Commun., Urumqi, China
fYear
2011
fDate
16-18 April 2011
Firstpage
1470
Lastpage
1474
Abstract
In view of shortcomings such as premature convergence and oscillation in Simple Genetic Algorithms (SGA), the article adopts method of adaptive adjusting for the probabilities of crossover and mutation. So the Improved Genetic Algorithms (IGA) is formed by adding the transgenic operator to SGA. And the optimum design program of steel box-concrete composite arch bridges based on improved genetic algorithms is simultaneously developed. The structure optimum of steel box-concrete composite arch bridges is conducted by using IGA. The numerical experiment shows that the optimization result satisfies the structure design code, and the project cost is obviously reduced.
Keywords
bridges (structures); design engineering; genetic algorithms; steel; structural engineering; genetic algorithm; optimum design; steel box-concrete composite arch bridge; structure design code; transgenic operator; Bridges; Concrete; Convergence; Gallium; Genetic algorithms; Optimization; Steel; Penalty function; composite arch bridges; genetic algorithm; optimization and design; steel box-concrete;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location
XianNing
Print_ISBN
978-1-61284-458-9
Type
conf
DOI
10.1109/CECNET.2011.5769198
Filename
5769198
Link To Document