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    Probabilistic Crack Prediction for Masonry Structures on Expansive Soils

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 011
    Author:
    Mark J. Masia
    ,
    Robert E. Melchers
    ,
    Peter W. Kleeman
    DOI: 10.1061/(ASCE)0733-9445(2002)128:11(1454)
    Publisher: American Society of Civil Engineers
    Abstract: The shrink–swell action of expansive soils is one source of structure foundation movement responsible for widespread problems with respect to the serviceability performance of lightweight masonry structures. The most obvious problem is that of cracking in masonry walls. Numerical models for soil movement and structural response have been combined to develop a probabilistic model for crack prediction. The model is capable of predicting the likelihood of cracking and the expected crack widths based on variability in both external effects and structural response. The ultimate aim is to develop rational design criteria for the serviceability design for masonry structures.
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      Probabilistic Crack Prediction for Masonry Structures on Expansive Soils

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    contributor authorMark J. Masia
    contributor authorRobert E. Melchers
    contributor authorPeter W. Kleeman
    date accessioned2017-05-08T20:58:12Z
    date available2017-05-08T20:58:12Z
    date copyrightNovember 2002
    date issued2002
    identifier other%28asce%290733-9445%282002%29128%3A11%281454%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33738
    description abstractThe shrink–swell action of expansive soils is one source of structure foundation movement responsible for widespread problems with respect to the serviceability performance of lightweight masonry structures. The most obvious problem is that of cracking in masonry walls. Numerical models for soil movement and structural response have been combined to develop a probabilistic model for crack prediction. The model is capable of predicting the likelihood of cracking and the expected crack widths based on variability in both external effects and structural response. The ultimate aim is to develop rational design criteria for the serviceability design for masonry structures.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Crack Prediction for Masonry Structures on Expansive Soils
    typeJournal Paper
    journal volume128
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2002)128:11(1454)
    treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 011
    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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