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    Artificial Neural Network Predictions of Fatigue Life of Steel Bars Based on Hysteretic Energy

    Source: Journal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 005
    Author:
    Jamal A. Abdalla
    ,
    Rami A. Hawileh
    DOI: 10.1061/(ASCE)CP.1943-5487.0000185
    Publisher: American Society of Civil Engineers
    Abstract: The fatigue life of steel reinforcing bars depends on the energy dissipated during cyclic loading. Steel bars play a major role in energy dissipation in reinforced concrete structures under low-cycle fatigue loading during earthquakes. In this study, seven artificial neural network (ANN) models were developed to predict the fatigue life of steel bars based on energy dissipated in the first cycle (
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      Artificial Neural Network Predictions of Fatigue Life of Steel Bars Based on Hysteretic Energy

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/59161
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    contributor authorJamal A. Abdalla
    contributor authorRami A. Hawileh
    date accessioned2017-05-08T21:40:33Z
    date available2017-05-08T21:40:33Z
    date copyrightSeptember 2013
    date issued2013
    identifier other%28asce%29cp%2E1943-5487%2E0000192.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59161
    description abstractThe fatigue life of steel reinforcing bars depends on the energy dissipated during cyclic loading. Steel bars play a major role in energy dissipation in reinforced concrete structures under low-cycle fatigue loading during earthquakes. In this study, seven artificial neural network (ANN) models were developed to predict the fatigue life of steel bars based on energy dissipated in the first cycle (
    publisherAmerican Society of Civil Engineers
    titleArtificial Neural Network Predictions of Fatigue Life of Steel Bars Based on Hysteretic Energy
    typeJournal Paper
    journal volume27
    journal issue5
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000185
    treeJournal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 005
    contenttypeFulltext
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