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    Shear Behavior of Corrugated Tie Connections in Anchored Brick Veneer–Wood Frame Wall Systems

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 002
    Author:
    Nikola V. Zisi
    ,
    Richard M. Bennett
    DOI: 10.1061/(ASCE)MT.1943-5533.0000143
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was carried out to investigate the shear behavior of corrugated metal ties anchoring brick veneer walls to light wood frame backing. Connection subassemblies were tested under monotonic and cyclic shear, simulating in-plane loading of veneer wall systems, and statistical analyses were conducted to identify and quantify the parameters influencing their behavior. Force-displacement curves obtained under monotonic loading can be considered an upper bound for the hysteresis loop envelopes. Fastener slippage during cyclic loading enabled by the localized damage of the surrounding wood fibers diminished the energy dissipation capacity of the connection and caused pronounced pinching in the hystereses. When corrugated ties with minimum thickness permitted by the Masonry Standards Joint Committee (MSJC) Code were considered under in-plane loading, tie design and bend eccentricity were found to be the most important factors, while tie location in the bed joint, fastener type, and fastener quantity were influential to a lesser degree.
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      Shear Behavior of Corrugated Tie Connections in Anchored Brick Veneer–Wood Frame Wall Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66489
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    contributor authorNikola V. Zisi
    contributor authorRichard M. Bennett
    date accessioned2017-05-08T21:55:15Z
    date available2017-05-08T21:55:15Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29mt%2E1943-5533%2E0000175.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66489
    description abstractAn experimental study was carried out to investigate the shear behavior of corrugated metal ties anchoring brick veneer walls to light wood frame backing. Connection subassemblies were tested under monotonic and cyclic shear, simulating in-plane loading of veneer wall systems, and statistical analyses were conducted to identify and quantify the parameters influencing their behavior. Force-displacement curves obtained under monotonic loading can be considered an upper bound for the hysteresis loop envelopes. Fastener slippage during cyclic loading enabled by the localized damage of the surrounding wood fibers diminished the energy dissipation capacity of the connection and caused pronounced pinching in the hystereses. When corrugated ties with minimum thickness permitted by the Masonry Standards Joint Committee (MSJC) Code were considered under in-plane loading, tie design and bend eccentricity were found to be the most important factors, while tie location in the bed joint, fastener type, and fastener quantity were influential to a lesser degree.
    publisherAmerican Society of Civil Engineers
    titleShear Behavior of Corrugated Tie Connections in Anchored Brick Veneer–Wood Frame Wall Systems
    typeJournal Paper
    journal volume23
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000143
    treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 002
    contenttypeFulltext
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