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    Neural Network–Augmented Physics Models Using Modal Truncation for Dynamic MDOF Systems under Response-Dependent Forces

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 001::page 04024103-1
    Author:
    Jaehwan Jeon
    ,
    Junho Song
    DOI: 10.1061/JENMDT.EMENG-7845
    Publisher: American Society of Civil Engineers
    Abstract: Accurate prediction of the dynamic response of a structure is crucial for its system identification, reliability analysis, and health monitoring. However, uncertainties in physics-based models and parameters may cause a significant discrepancy between predictions and actual responses. The neural network–augmented physics (NNAP) model aims to address this issue by augmenting physics-based models with deep-learning models trained by real data. While promising, such an approach has yet to be applied to large multi-degree-of-freedom (MDOF) structures under response-dependent forces. This paper presents a novel method incorporating modal truncation into the NNAP model for more accurate prediction of the dynamic responses of nonlinear MDOF systems. The proposed NNAP-m uses modal truncation to describe a physics-based model by lower-dimension coordinates and augments it with a neural network representing phenomena with more significant epistemic uncertainties. This hybrid modeling approach relies on information about mode shapes and natural frequencies to improve prediction capability. The proposed method is successfully verified using a numerical example of the Lysefjord bridge structure exhibiting nonlinear behaviors, including the interaction between wind loads and dynamic responses. The proposed approach is expected to provide accurate response predictions of real-world structures using measurement data and to promote the development of physics-based deep-learning approaches for complex structures with large DOFs.
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      Neural Network–Augmented Physics Models Using Modal Truncation for Dynamic MDOF Systems under Response-Dependent Forces

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4305005
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    contributor authorJaehwan Jeon
    contributor authorJunho Song
    date accessioned2025-04-20T10:35:10Z
    date available2025-04-20T10:35:10Z
    date copyright10/24/2024 12:00:00 AM
    date issued2025
    identifier otherJENMDT.EMENG-7845.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4305005
    description abstractAccurate prediction of the dynamic response of a structure is crucial for its system identification, reliability analysis, and health monitoring. However, uncertainties in physics-based models and parameters may cause a significant discrepancy between predictions and actual responses. The neural network–augmented physics (NNAP) model aims to address this issue by augmenting physics-based models with deep-learning models trained by real data. While promising, such an approach has yet to be applied to large multi-degree-of-freedom (MDOF) structures under response-dependent forces. This paper presents a novel method incorporating modal truncation into the NNAP model for more accurate prediction of the dynamic responses of nonlinear MDOF systems. The proposed NNAP-m uses modal truncation to describe a physics-based model by lower-dimension coordinates and augments it with a neural network representing phenomena with more significant epistemic uncertainties. This hybrid modeling approach relies on information about mode shapes and natural frequencies to improve prediction capability. The proposed method is successfully verified using a numerical example of the Lysefjord bridge structure exhibiting nonlinear behaviors, including the interaction between wind loads and dynamic responses. The proposed approach is expected to provide accurate response predictions of real-world structures using measurement data and to promote the development of physics-based deep-learning approaches for complex structures with large DOFs.
    publisherAmerican Society of Civil Engineers
    titleNeural Network–Augmented Physics Models Using Modal Truncation for Dynamic MDOF Systems under Response-Dependent Forces
    typeJournal Article
    journal volume151
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-7845
    journal fristpage04024103-1
    journal lastpage04024103-14
    page14
    treeJournal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 001
    contenttypeFulltext
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