消能减震建筑结构模态参数识别的贝叶斯方法
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TU352.1;O327

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国家自然科学基金资助项目(51778490)


Bayesian modal parameters identification of passively controlled building structures
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    摘要:

    为研究消能减震建筑结构中阻尼器的附加阻尼和刚度贡献,建议一种基于贝叶斯统计推断的模态参数识别方法,可用于定量估计阻尼器对结构模态参数的影响,包括阻尼比、频率和振型,以及参数的估计不确定性。为精确建立模态参数与质量和刚度矩阵的函数关系,采用直接模型修正技术进行模型参数化建模,利用模态参数以解析方式重构结构质量、刚度和阻尼矩阵。考虑模型误差和量测误差对模态参数估计的影响,采用基于随机模拟的贝叶斯方法量化模态参数估计不确定性。以一栋油阻尼器钢框结构为例,利用结构的地震动监测数据,采用建议方法分别识别主体和整体结构的模态参数,定量估计了油阻尼器的附加阻尼和刚度贡献,验证了方法的有效性。

    Abstract:

    This study proposes a Bayesian modal identification approach for assessing the contributions of supplemental damping and stiffness provided by dampers to building structures. The proposed approach can be utilized to quantitatively estimate the effect of such contributions on modal parameters,such as damping ratios,frequencies,and mode shapes,as well as their associated estimation uncertainty. The proposed approach adopts a new probabilistic modelling strategy,in which a direct model updating technique is utilized to establish the accurate relationship between the modal parameters and mass,stiffness and damping matrices of the structure. Given certain values of modal parameters,these matrices are uniquely determined. Then,a time-domain Bayesian model updating method is utilized to identify the modal parameters and quantify their estimation uncertainty resulting from unavoidable modelling and measurement errors. The effectiveness of the proposed approach is demonstrated with a real-world passively controlled building,in which the modal parameters of the structure system and of the main frame are separately identified by using its acceleration measurements during a selected large earthquake. By comparing those identification results,the modal contributions,the change between the identified modal parameters,provided by the added oil dampers are discussed.

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杨朋超,薛松涛,谢丽宇.消能减震建筑结构模态参数识别的贝叶斯方法[J].振动工程学报,2021,34(4):671~679.[YANG Peng-chao, XUE Song?tao, XIE Li?yu. Bayesian modal parameters identification of passively controlled building structures[J]. Journal of Vibration Engineering,2021,34(4):671~679.]

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  • 在线发布日期: 2022-09-30
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