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    Structural Damage Evaluation of Multistory Timber–Steel Hybrid Structures through Shake Table Tests

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001::page 04020139
    Author:
    Zheng Li
    ,
    Xijun Wang
    ,
    Minjuan He
    ,
    Jiajia Ou
    ,
    Minghao Li
    ,
    Qi Luo
    ,
    Hanlin Dong
    DOI: 10.1061/(ASCE)CF.1943-5509.0001555
    Publisher: ASCE
    Abstract: Timber-based hybrid structures provide a prospective solution for utilizing environmentally friendly timber material in the construction of midrise or high-rise structures. This study mainly focuses on structural damage evaluation for a type of timber–steel hybrid structure that incorporates prefabricated light wood-frame shear walls into steel moment-resisting frames (SMRFs). The structural damage of such a hybrid structure was evaluated through shake table tests on a 4-story large-scale timber–steel hybrid structure. Four ground motion records (i.e., Wenchuan earthquake, Canterbury earthquake, El-Centro earthquake, and Kobe earthquake) were chosen for the tests, with the consideration of three different probability levels (i.e., minor, moderate, and major earthquakes) for each record. During the shake table tests, the hybrid structure performed quite well with visual damage only to wood shear walls. No visual damage in SMRFs and the frame-to-wall connections was observed. The correlation of visual damage to seismic intensity, modal-based damage index, and interstory drift is discussed. The reported work provides a basis of knowledge for performance-based seismic design (PBSD) for such timber-based hybrid structures.
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      Structural Damage Evaluation of Multistory Timber–Steel Hybrid Structures through Shake Table Tests

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4269678
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    contributor authorZheng Li
    contributor authorXijun Wang
    contributor authorMinjuan He
    contributor authorJiajia Ou
    contributor authorMinghao Li
    contributor authorQi Luo
    contributor authorHanlin Dong
    date accessioned2022-01-30T22:49:10Z
    date available2022-01-30T22:49:10Z
    date issued2/1/2021
    identifier other(ASCE)CF.1943-5509.0001555.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269678
    description abstractTimber-based hybrid structures provide a prospective solution for utilizing environmentally friendly timber material in the construction of midrise or high-rise structures. This study mainly focuses on structural damage evaluation for a type of timber–steel hybrid structure that incorporates prefabricated light wood-frame shear walls into steel moment-resisting frames (SMRFs). The structural damage of such a hybrid structure was evaluated through shake table tests on a 4-story large-scale timber–steel hybrid structure. Four ground motion records (i.e., Wenchuan earthquake, Canterbury earthquake, El-Centro earthquake, and Kobe earthquake) were chosen for the tests, with the consideration of three different probability levels (i.e., minor, moderate, and major earthquakes) for each record. During the shake table tests, the hybrid structure performed quite well with visual damage only to wood shear walls. No visual damage in SMRFs and the frame-to-wall connections was observed. The correlation of visual damage to seismic intensity, modal-based damage index, and interstory drift is discussed. The reported work provides a basis of knowledge for performance-based seismic design (PBSD) for such timber-based hybrid structures.
    publisherASCE
    titleStructural Damage Evaluation of Multistory Timber–Steel Hybrid Structures through Shake Table Tests
    typeJournal Paper
    journal volume35
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001555
    journal fristpage04020139
    journal lastpage04020139-9
    page9
    treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001
    contenttypeFulltext
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