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    Innovative ANN Technique for Predicting Failure/Cracking Load of Masonry Wall Panel under Lateral Load

    Source: Journal of Computing in Civil Engineering:;2010:;Volume ( 024 ):;issue: 004
    Author:
    Guangchun Zhou
    ,
    Deng Pan
    ,
    Xun Xu
    ,
    Yaqub M. Rafiq
    DOI: 10.1061/(ASCE)CP.1943-5487.0000040
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces an artificial intelligent technique for predicting the failure/cracking loads of laterally loaded masonry wall panels based on their corresponding failure/cracking patterns derived from the laboratory experiments. First, a lattice is made on a wall panel based on the dimension of the wall panel. Then, the numerical values, 0 or 1, are assigned to the cells in the lattice in order to describe the failure/cracking pattern. Thus, a numerical matrix is formed to show the failure/cracking pattern of the wall panel. Since the matrices for the wall panels with various sizes have different dimensions, the gray level cooccurrence matrix is innovatively used to transfer these matrices into the matrices whose dimensions are the same. Next, the numerical modes of failure/cracking patterns of experimental wall panels and the corresponding normalized failure/cracking loads can be used as the input and output of the artificial neural network (ANN) training data, respectively. Finally, three types of ANN models for predicting the failure/cracking load of the unseen wall panel are achieved by repeatedly training and adjusting so as to optimize its parameters. In a wide significance, this study opens a novel way to establish the relationship between the failure/cracking pattern and the failure/cracking load of the wall panel.
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      Innovative ANN Technique for Predicting Failure/Cracking Load of Masonry Wall Panel under Lateral Load

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    http://yetl.yabesh.ir/yetl1/handle/yetl/59005
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    contributor authorGuangchun Zhou
    contributor authorDeng Pan
    contributor authorXun Xu
    contributor authorYaqub M. Rafiq
    date accessioned2017-05-08T21:40:17Z
    date available2017-05-08T21:40:17Z
    date copyrightJuly 2010
    date issued2010
    identifier other%28asce%29cp%2E1943-5487%2E0000047.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59005
    description abstractThis paper introduces an artificial intelligent technique for predicting the failure/cracking loads of laterally loaded masonry wall panels based on their corresponding failure/cracking patterns derived from the laboratory experiments. First, a lattice is made on a wall panel based on the dimension of the wall panel. Then, the numerical values, 0 or 1, are assigned to the cells in the lattice in order to describe the failure/cracking pattern. Thus, a numerical matrix is formed to show the failure/cracking pattern of the wall panel. Since the matrices for the wall panels with various sizes have different dimensions, the gray level cooccurrence matrix is innovatively used to transfer these matrices into the matrices whose dimensions are the same. Next, the numerical modes of failure/cracking patterns of experimental wall panels and the corresponding normalized failure/cracking loads can be used as the input and output of the artificial neural network (ANN) training data, respectively. Finally, three types of ANN models for predicting the failure/cracking load of the unseen wall panel are achieved by repeatedly training and adjusting so as to optimize its parameters. In a wide significance, this study opens a novel way to establish the relationship between the failure/cracking pattern and the failure/cracking load of the wall panel.
    publisherAmerican Society of Civil Engineers
    titleInnovative ANN Technique for Predicting Failure/Cracking Load of Masonry Wall Panel under Lateral Load
    typeJournal Paper
    journal volume24
    journal issue4
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000040
    treeJournal of Computing in Civil Engineering:;2010:;Volume ( 024 ):;issue: 004
    contenttypeFulltext
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