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    Hysteretic Analysis Model for Pre-pressed Spring Self-Centering Energy Dissipation Braces

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 007
    Author:
    Xu Longhe;Fan Xiaowei;Li Zhongxian
    DOI: 10.1061/(ASCE)ST.1943-541X.0002060
    Publisher: American Society of Civil Engineers
    Abstract: A restoring force model is proposed that is applicable for predicting the hysteretic behaviors of the pre-pressed spring self-centering energy dissipation (PS-SCED) braces. Two Bouc-Wen models were used to portray the behaviors of the self-centering and energy dissipation mechanisms, and a linear elastic model was used to simulate the behaviors of the connecting ends. A genetic algorithm (GA) was used to identify the dominant parameters of this model on the basis of experimental data. Comparisons with experimental results for three prototype braces demonstrated that the proposed model could effectively portray the hysteretic behavior of the PS-SCED bracing system by selecting reasonable dominant parameters. Parametric analysis of the proposed model was performed, and a dimensionless function was defined to compare the influence of each parameter on the hysteretic behaviors of the bracing system. The results indicated that the energy dissipation parameter and the parameters that determined the stiffness of the loading and unloading phases could cause significant increases in the error function, whereas the other parameters could be set to constant values to simplify the model of the PS-SCED braces with the same configurations.
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      Hysteretic Analysis Model for Pre-pressed Spring Self-Centering Energy Dissipation Braces

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4247932
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    • Journal of Structural Engineering

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    contributor authorXu Longhe;Fan Xiaowei;Li Zhongxian
    date accessioned2019-02-26T07:33:54Z
    date available2019-02-26T07:33:54Z
    date issued2018
    identifier other%28ASCE%29ST.1943-541X.0002060.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247932
    description abstractA restoring force model is proposed that is applicable for predicting the hysteretic behaviors of the pre-pressed spring self-centering energy dissipation (PS-SCED) braces. Two Bouc-Wen models were used to portray the behaviors of the self-centering and energy dissipation mechanisms, and a linear elastic model was used to simulate the behaviors of the connecting ends. A genetic algorithm (GA) was used to identify the dominant parameters of this model on the basis of experimental data. Comparisons with experimental results for three prototype braces demonstrated that the proposed model could effectively portray the hysteretic behavior of the PS-SCED bracing system by selecting reasonable dominant parameters. Parametric analysis of the proposed model was performed, and a dimensionless function was defined to compare the influence of each parameter on the hysteretic behaviors of the bracing system. The results indicated that the energy dissipation parameter and the parameters that determined the stiffness of the loading and unloading phases could cause significant increases in the error function, whereas the other parameters could be set to constant values to simplify the model of the PS-SCED braces with the same configurations.
    publisherAmerican Society of Civil Engineers
    titleHysteretic Analysis Model for Pre-pressed Spring Self-Centering Energy Dissipation Braces
    typeJournal Paper
    journal volume144
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002060
    page4018073
    treeJournal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian