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Application of OMA on the bench-scale earthquake simulator using micro tremor data

机译:基于微震数据的OMA在台式地震模拟器上的应用

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摘要

In this study was investigated of possibility using the recorded micro tremor data on ground level as ambient vibration input excitation data for investigation and application Operational Modal Analysis (OMA) on the bench-scale earthquake simulator (The Quanser Shake Table) for model steel structures. As known OMA methods (such as EFDD, SSI and so on) are supposed to deal with the ambient responses. For this purpose, analytical and experimental modal analysis of a model steel structure for dynamic characteristics was evaluated. 3D Finite element model of the building was evaluated for the model steel structure based on the design drawing. Ambient excitation was provided by shake table from the recorded micro tremor ambient vibration data on ground level Enhanced Frequency Domain Decomposition is used for the output only modal identification. From this study, best correlation is found between mode shapes. Natural frequencies and analytical frequencies in average (only) 2.8% are differences.
机译:在这项研究中,使用地面上记录的微震数据作为环境振动输入激励数据进行了调查,以研究和应用工作模式分析(OMA)在用于模型钢结构的台式地震模拟器(Quanser振动台)上的可能性。众所周知,OMA方法(例如EFDD,SSI等)应该处理环境响应。为此,对模型钢结构的动态特性进行了分析和实验模态分析。根据设计图评估了模型钢结构的建筑物3D有限元模型。震动表通过地面上记录的微震环境振动数据提供环境激励,增强频域分解仅用于模式识别。从这项研究中,可以发现模态形状之间的最佳相关性。平均(仅)2.8%的固有频率与分析频率之间存在差异。

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