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    Surrogate Modeling with Sequential Updating: Applications to Bridge Deck–Wave and Bridge Deck–Wind Interactions

    Source: Journal of Computing in Civil Engineering:;2020:;Volume ( 034 ):;issue: 004
    Author:
    Guoji Xu
    ,
    Ahsan Kareem
    ,
    Lian Shen
    DOI: 10.1061/(ASCE)CP.1943-5487.0000904
    Publisher: ASCE
    Abstract: This paper presents a methodology for sequentially updating surrogate models with augmented data in order to substantially enhance the design of experiments in civil engineering applications and to reach a balance between exploration and exploitation for the approximated surrogate functions with the constraint of limited laboratory and/or computational resources. In this methodology, two surrogate models involving kriging and support vector regression (SVR) are used concurrently in one updating cycle to propose new design samples. The error estimation capability of Gaussian variance (i.e., mean squared error) intrinsically furnished with kriging is successfully imported to SVR. Specifically, the surrogate-based design-updating methodology is introduced first, where two infill criteria, the mean squared error (MSE), and expected improvement (EI), are employed for balancing the exploration and exploitation of surrogate approximations. Three evaluation approaches, the normalized maximum absolute error (NMAE), normalized root mean squared error (NRMSE), and correlation coefficient (CR), are adopted to evaluate the model performance. In one updating cycle, each constructed surrogate model, kriging, or SVR, provides a set of new design points based on the adopted infill criteria, respectively. This sequential updating procedure is constrained with the computational budget and the global tolerance (the requirements of precision) prescribed based on the prior knowledge of the dataset. Then, two benchmark nonlinear functions are demonstrated following the procedure developed. Two typical civil engineering applications (bridge deck–wave interaction and aerodynamics optimization) are carried out for demonstrating the effective performance of both kriging and SVR-based updating strategy. This study provides an effective approach to design experiments in civil engineering to maximize the information gain based on limited computational/experimental effort.
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      Surrogate Modeling with Sequential Updating: Applications to Bridge Deck–Wave and Bridge Deck–Wind Interactions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4265273
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    contributor authorGuoji Xu
    contributor authorAhsan Kareem
    contributor authorLian Shen
    date accessioned2022-01-30T19:25:23Z
    date available2022-01-30T19:25:23Z
    date issued2020
    identifier other%28ASCE%29CP.1943-5487.0000904.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265273
    description abstractThis paper presents a methodology for sequentially updating surrogate models with augmented data in order to substantially enhance the design of experiments in civil engineering applications and to reach a balance between exploration and exploitation for the approximated surrogate functions with the constraint of limited laboratory and/or computational resources. In this methodology, two surrogate models involving kriging and support vector regression (SVR) are used concurrently in one updating cycle to propose new design samples. The error estimation capability of Gaussian variance (i.e., mean squared error) intrinsically furnished with kriging is successfully imported to SVR. Specifically, the surrogate-based design-updating methodology is introduced first, where two infill criteria, the mean squared error (MSE), and expected improvement (EI), are employed for balancing the exploration and exploitation of surrogate approximations. Three evaluation approaches, the normalized maximum absolute error (NMAE), normalized root mean squared error (NRMSE), and correlation coefficient (CR), are adopted to evaluate the model performance. In one updating cycle, each constructed surrogate model, kriging, or SVR, provides a set of new design points based on the adopted infill criteria, respectively. This sequential updating procedure is constrained with the computational budget and the global tolerance (the requirements of precision) prescribed based on the prior knowledge of the dataset. Then, two benchmark nonlinear functions are demonstrated following the procedure developed. Two typical civil engineering applications (bridge deck–wave interaction and aerodynamics optimization) are carried out for demonstrating the effective performance of both kriging and SVR-based updating strategy. This study provides an effective approach to design experiments in civil engineering to maximize the information gain based on limited computational/experimental effort.
    publisherASCE
    titleSurrogate Modeling with Sequential Updating: Applications to Bridge Deck–Wave and Bridge Deck–Wind Interactions
    typeJournal Paper
    journal volume34
    journal issue4
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000904
    page04020023
    treeJournal of Computing in Civil Engineering:;2020:;Volume ( 034 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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