• 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