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    Virtual Testing of Buckling-Restrained Braces via Nonlinear Autoregressive Exogenous Neural Networks

    Source: Journal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 006
    Author:
    Mohammad AlHamaydeh
    ,
    Ibrahim Choudhary
    ,
    Khaled Assaleh
    DOI: 10.1061/(ASCE)CP.1943-5487.0000247
    Publisher: American Society of Civil Engineers
    Abstract: An artificial intelligence model utilizing feedforward back-propagation (FFBP) and nonlinear autoregressive exogenous (NARX) artificial neural networks (ANNs) is presented to model the nonlinear behavior of buckling-restrained braces (BRBs). The NARX ANN is developed using normalized time-delayed inputs and outputs to predict normalized brace forces during load reversals. The values of brace forces are denormalized via an auxiliary FFBP ANN. The training and testing of the proposed model (i.e., the NARX and FFBP ANNs) are performed using experimental data from BRB specimens tested at the Pacific Earthquake Engineering Research (PEER) Center. Experimental data from one specimen is used in the model developing (training) stage. In addition, three sets of data are used to test the model’s learning and generalizing abilities. Brace deformations are used as the network input to estimate the resulting brace forces. The network performance with different parameters is evaluated to arrive at an optimized architecture that best models the phenomenon. The nonlinear hysteretic behavior predicted by the ANN model shows excellent agreement with the experimental results for the training sample. The generalization and prediction capability of the proposed model is further demonstrated by predicting the hysteretic behavior of the testing samples with noticeable accuracy. The presented model is a powerful tool for virtually testing BRB specimens. Such a tool supplements the traditionally available experimental tools for BRB performance investigation. The developed modeling technique facilitates the BRB design and performance investigation processes by minimizing the need for, and extent of, experimental testing.
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      Virtual Testing of Buckling-Restrained Braces via Nonlinear Autoregressive Exogenous Neural Networks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/59227
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    contributor authorMohammad AlHamaydeh
    contributor authorIbrahim Choudhary
    contributor authorKhaled Assaleh
    date accessioned2017-05-08T21:40:42Z
    date available2017-05-08T21:40:42Z
    date copyrightNovember 2013
    date issued2013
    identifier other%28asce%29cp%2E1943-5487%2E0000254.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59227
    description abstractAn artificial intelligence model utilizing feedforward back-propagation (FFBP) and nonlinear autoregressive exogenous (NARX) artificial neural networks (ANNs) is presented to model the nonlinear behavior of buckling-restrained braces (BRBs). The NARX ANN is developed using normalized time-delayed inputs and outputs to predict normalized brace forces during load reversals. The values of brace forces are denormalized via an auxiliary FFBP ANN. The training and testing of the proposed model (i.e., the NARX and FFBP ANNs) are performed using experimental data from BRB specimens tested at the Pacific Earthquake Engineering Research (PEER) Center. Experimental data from one specimen is used in the model developing (training) stage. In addition, three sets of data are used to test the model’s learning and generalizing abilities. Brace deformations are used as the network input to estimate the resulting brace forces. The network performance with different parameters is evaluated to arrive at an optimized architecture that best models the phenomenon. The nonlinear hysteretic behavior predicted by the ANN model shows excellent agreement with the experimental results for the training sample. The generalization and prediction capability of the proposed model is further demonstrated by predicting the hysteretic behavior of the testing samples with noticeable accuracy. The presented model is a powerful tool for virtually testing BRB specimens. Such a tool supplements the traditionally available experimental tools for BRB performance investigation. The developed modeling technique facilitates the BRB design and performance investigation processes by minimizing the need for, and extent of, experimental testing.
    publisherAmerican Society of Civil Engineers
    titleVirtual Testing of Buckling-Restrained Braces via Nonlinear Autoregressive Exogenous Neural Networks
    typeJournal Paper
    journal volume27
    journal issue6
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000247
    treeJournal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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