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    Performance of a 2-Story CLT House Subjected to Lateral Loads

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author:
    Marjan Popovski
    ,
    Igor Gavric
    DOI: 10.1061/(ASCE)ST.1943-541X.0001315
    Publisher: American Society of Civil Engineers
    Abstract: A 2-story full-scale model of a cross-laminated timber (CLT) house was tested under quasi-static monotonic and cyclic loading. The primary objectives were to investigate 3D system performance of a CLT structure subjected to lateral loads in terms of lateral strength and deformability capacity, global behavior of the structure, frequency response of the structure before and after each test, and performance of anchoring connectors (hold-downs, brackets) and connections between CLT panels. The house was
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      Performance of a 2-Story CLT House Subjected to Lateral Loads

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81036
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    contributor authorMarjan Popovski
    contributor authorIgor Gavric
    date accessioned2017-05-08T22:27:51Z
    date available2017-05-08T22:27:51Z
    date copyrightApril 2016
    date issued2016
    identifier other45819225.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81036
    description abstractA 2-story full-scale model of a cross-laminated timber (CLT) house was tested under quasi-static monotonic and cyclic loading. The primary objectives were to investigate 3D system performance of a CLT structure subjected to lateral loads in terms of lateral strength and deformability capacity, global behavior of the structure, frequency response of the structure before and after each test, and performance of anchoring connectors (hold-downs, brackets) and connections between CLT panels. The house was
    publisherAmerican Society of Civil Engineers
    titlePerformance of a 2-Story CLT House Subjected to Lateral Loads
    typeJournal Paper
    journal volume142
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001315
    treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 004
    contenttypeFulltext
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