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    Limit States Criteria for Masonry Construction

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author:
    Bruce Ellingwood
    ,
    Andrew Tallin
    DOI: 10.1061/(ASCE)0733-9445(1985)111:1(108)
    Publisher: American Society of Civil Engineers
    Abstract: Specifications for masonry and other construction materials are expected to move gradually over the next several years toward the adoption of probability‐based limit states criteria for design. This paper illustrates how such criteria might be developed for brick and concrete masonry construction using, as an example, masonry walls loaded in combinations of axial compression and out‐of‐plane flexure. The paper identifies the type of data and analyses that are necessary to develop probability‐based resistance criteria.
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      Limit States Criteria for Masonry Construction

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75738
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    contributor authorBruce Ellingwood
    contributor authorAndrew Tallin
    date accessioned2017-05-08T22:16:15Z
    date available2017-05-08T22:16:15Z
    date copyrightJanuary 1985
    date issued1985
    identifier other40043341.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75738
    description abstractSpecifications for masonry and other construction materials are expected to move gradually over the next several years toward the adoption of probability‐based limit states criteria for design. This paper illustrates how such criteria might be developed for brick and concrete masonry construction using, as an example, masonry walls loaded in combinations of axial compression and out‐of‐plane flexure. The paper identifies the type of data and analyses that are necessary to develop probability‐based resistance criteria.
    publisherAmerican Society of Civil Engineers
    titleLimit States Criteria for Masonry Construction
    typeJournal Paper
    journal volume111
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:1(108)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 001
    contenttypeFulltext
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