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    In-Plane Behavior of Structural Clay Tile Infilled Frames

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author:
    Roger D. Flanagan
    ,
    Richard M. Bennett
    DOI: 10.1061/(ASCE)0733-9445(1999)125:6(590)
    Publisher: American Society of Civil Engineers
    Abstract: Large-scale structural clay tile infilled steel frames were tested under in-plane loading. All infills failed through corner crushing, and the failure load was relatively insensitive to framing characteristics. An analytical procedure was proposed in which the peak strength of the infill for the corner crushing limit state is a function only of
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      In-Plane Behavior of Structural Clay Tile Infilled Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33195
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    contributor authorRoger D. Flanagan
    contributor authorRichard M. Bennett
    date accessioned2017-05-08T20:57:25Z
    date available2017-05-08T20:57:25Z
    date copyrightJune 1999
    date issued1999
    identifier other%28asce%290733-9445%281999%29125%3A6%28590%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33195
    description abstractLarge-scale structural clay tile infilled steel frames were tested under in-plane loading. All infills failed through corner crushing, and the failure load was relatively insensitive to framing characteristics. An analytical procedure was proposed in which the peak strength of the infill for the corner crushing limit state is a function only of
    publisherAmerican Society of Civil Engineers
    titleIn-Plane Behavior of Structural Clay Tile Infilled Frames
    typeJournal Paper
    journal volume125
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1999)125:6(590)
    treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 006
    contenttypeFulltext
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