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首页> 外文期刊>Computer-Aided Civil and Infrastructure Engineering >Data-Driven Two-Level Performance Evaluation of Eddy-Current Tuned Mass Damper for Building Structures Using Shaking Table and Field Testing
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Data-Driven Two-Level Performance Evaluation of Eddy-Current Tuned Mass Damper for Building Structures Using Shaking Table and Field Testing

机译:使用振动台和现场测试的数据驱动的建筑结构涡流调谐质量阻尼器的两级性能评估

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摘要

A computational framework with a two-level performance evaluation is proposed for the tuned mass damper (TMD)-structure system and is implemented for a new eddy-current (EC) TMD in a data-driven manner by incorporating the measurements from a shaking table test and real-world field tests. The first level of evaluation corresponds to the data analysis with classical performance indices, whereas the second level focuses on the energy dissipation and exchange behavior in the time domain. Accordingly, two key steps of physical modeling and unmeasured response estimation are sequentially presented, and the steps adopt two types of energy balance formulations and state-space descriptions for the primary structure and the TMD, respectively. In the case of shaking table test, the momentary and cumulative behavior of energy dissipation and exchange at the second level is systematically revealed, and several key issues are identified for explaining the observed performance variation and excitation-sensitivity. In the case of field test, the damping and control performance of the EC-TMD at the real-world scale is investigated with informative results using the first level evaluation.
机译:针对调谐质量阻尼器(TMD)结构系统,提出了具有两级性能评估的计算框架,并通过结合振动台的测量结果,以数据驱动的方式将其用于新的涡流(EC)TMD测试和真实世界的现场测试。评估的第一级对应于具有经典性能指标的数据分析,而第二级则侧重于时域中的能量耗散和交换行为。因此,依次介绍了物理建模和未测响应估计的两个关键步骤,并且这些步骤分别针对主要结构和TMD采用两种类型的能量平衡公式和状态空间描述。在振动台测试的情况下,系统地揭示了第二级能量消散和交换的瞬时和累积行为,并确定了几个关键问题来解释观察到的性能变化和激励灵敏度。在现场测试的情况下,使用一级评估对EC-TMD在实际规模上的阻尼和控制性能进行了调查,并提供了有益的结果。

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    Tongji Univ, Res Inst Struct Engn & Disaster Reduct, Shanghai, Peoples R China;

    Tongji Univ, Res Inst Struct Engn & Disaster Reduct, Shanghai, Peoples R China;

    Tongji Univ, Res Inst Struct Engn & Disaster Reduct, Shanghai, Peoples R China;

    Tongji Univ, Res Inst Struct Engn & Disaster Reduct, Shanghai, Peoples R China;

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