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    Two-Stepped Evolutionary Algorithm and Its Application to Stability Analysis of Slopes

    Source: Journal of Computing in Civil Engineering:;2004:;Volume ( 018 ):;issue: 002
    Author:
    C. X. Yang
    ,
    L. G. Tham
    ,
    X. T. Feng
    ,
    Y. J. Wang
    ,
    P. K. K. Lee
    DOI: 10.1061/(ASCE)0887-3801(2004)18:2(145)
    Publisher: American Society of Civil Engineers
    Abstract: Based on genetic algorithm and genetic programming, a new evolutionary algorithm is developed to evolve mathematical models for predicting the behavior of complex systems. The input variables of the models are the property parameters of the systems, which include the geometry, the deformation, the strength parameters, etc. On the other hand, the output variables are the system responses, such as displacement, stress, factor of safety, etc. To improve the efficiency of the evolution process, a two-stepped approach is adopted; the two steps are the structure evolution and parameter optimization steps. In the structure evolution step, a family of model structures is generated by genetic programming. Each model structure is a polynomial function of the input variables. An interpreter is then used to construct the mathematical expression for the model through simplification, regularization, and rationalization. Furthermore, necessary internal model parameters are added to the model structures automatically. For each model structure, a genetic algorithm is then used to search for the best values of the internal model parameters in the parameter optimization step. The two steps are repeated until the best model is evolved. The slope stability problem is used to demonstrate that the present method can efficiently generate mathematical models for predicting the behavior of complex engineering systems.
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      Two-Stepped Evolutionary Algorithm and Its Application to Stability Analysis of Slopes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43163
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    contributor authorC. X. Yang
    contributor authorL. G. Tham
    contributor authorX. T. Feng
    contributor authorY. J. Wang
    contributor authorP. K. K. Lee
    date accessioned2017-05-08T21:13:04Z
    date available2017-05-08T21:13:04Z
    date copyrightApril 2004
    date issued2004
    identifier other%28asce%290887-3801%282004%2918%3A2%28145%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43163
    description abstractBased on genetic algorithm and genetic programming, a new evolutionary algorithm is developed to evolve mathematical models for predicting the behavior of complex systems. The input variables of the models are the property parameters of the systems, which include the geometry, the deformation, the strength parameters, etc. On the other hand, the output variables are the system responses, such as displacement, stress, factor of safety, etc. To improve the efficiency of the evolution process, a two-stepped approach is adopted; the two steps are the structure evolution and parameter optimization steps. In the structure evolution step, a family of model structures is generated by genetic programming. Each model structure is a polynomial function of the input variables. An interpreter is then used to construct the mathematical expression for the model through simplification, regularization, and rationalization. Furthermore, necessary internal model parameters are added to the model structures automatically. For each model structure, a genetic algorithm is then used to search for the best values of the internal model parameters in the parameter optimization step. The two steps are repeated until the best model is evolved. The slope stability problem is used to demonstrate that the present method can efficiently generate mathematical models for predicting the behavior of complex engineering systems.
    publisherAmerican Society of Civil Engineers
    titleTwo-Stepped Evolutionary Algorithm and Its Application to Stability Analysis of Slopes
    typeJournal Paper
    journal volume18
    journal issue2
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(2004)18:2(145)
    treeJournal of Computing in Civil Engineering:;2004:;Volume ( 018 ):;issue: 002
    contenttypeFulltext
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