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    Interstory Drift Estimation of Nonlinear Structure Using Acceleration Measurement with Test Validation

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 010
    Author:
    Jiazeng Shan
    ,
    Xi Chen
    ,
    Hongliang Yuan
    ,
    Weixing Shi
    DOI: 10.1061/(ASCE)EM.1943-7889.0000950
    Publisher: American Society of Civil Engineers
    Abstract: An interstory drift-estimation method using structural acceleration measurements is presented in this study. In this method, the structural system, generally modeled with multiple-degree-of-freedom (MDOF) and Bouc–Wen hysteretic models, is decomposed into a series of single-degree-of-freedom (SDOF) substructures for interstory drift prediction. A virtual linear structural model, representing the linear behavior of the designed substructure, is used to generate reference response signals to obtain the tracking error of acceleration. The tracking error of displacement is subsequently estimated with the implementation of a robust Kalman-filtering approach, and the corresponding interstory drift of the objective substructure is then predicted accordingly. The prediction performance of interstory drift, in terms of peak drift and time history, is numerically investigated with two SDOF models and a four-story shear-beam model adopting different hysteretic characteristics. Results obtained by the present numerical simulations for the illustrative examples are further validated by experimental investigations using a base-isolated three-story structure. The numerical simulation results are found to be in favorable correlation with some representative experimental data. Influences of the time interval of the tracking-error signals on the prediction performance is further studied and discussed.
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      Interstory Drift Estimation of Nonlinear Structure Using Acceleration Measurement with Test Validation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81213
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    contributor authorJiazeng Shan
    contributor authorXi Chen
    contributor authorHongliang Yuan
    contributor authorWeixing Shi
    date accessioned2017-05-08T22:28:30Z
    date available2017-05-08T22:28:30Z
    date copyrightOctober 2015
    date issued2015
    identifier other46211665.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81213
    description abstractAn interstory drift-estimation method using structural acceleration measurements is presented in this study. In this method, the structural system, generally modeled with multiple-degree-of-freedom (MDOF) and Bouc–Wen hysteretic models, is decomposed into a series of single-degree-of-freedom (SDOF) substructures for interstory drift prediction. A virtual linear structural model, representing the linear behavior of the designed substructure, is used to generate reference response signals to obtain the tracking error of acceleration. The tracking error of displacement is subsequently estimated with the implementation of a robust Kalman-filtering approach, and the corresponding interstory drift of the objective substructure is then predicted accordingly. The prediction performance of interstory drift, in terms of peak drift and time history, is numerically investigated with two SDOF models and a four-story shear-beam model adopting different hysteretic characteristics. Results obtained by the present numerical simulations for the illustrative examples are further validated by experimental investigations using a base-isolated three-story structure. The numerical simulation results are found to be in favorable correlation with some representative experimental data. Influences of the time interval of the tracking-error signals on the prediction performance is further studied and discussed.
    publisherAmerican Society of Civil Engineers
    titleInterstory Drift Estimation of Nonlinear Structure Using Acceleration Measurement with Test Validation
    typeJournal Paper
    journal volume141
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000950
    treeJournal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 010
    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
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