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Seismic performance evaluation of an MR elastomer-based smart base isolation system using real-time hybrid simulation

机译:基于实时混合仿真的基于MR弹性体的智能基础隔离系统的抗震性能评估

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Recently, magneto-rheological (MR) elastomer-based base isolation systems have been actively studied as alternative smart base isolation systems because MR elastomers are capable of adjusting their modulus or stiffness depending on the magnitude of the applied magnetic field. By taking advantage of the MR elastomers' stiffness-tuning ability, MR elastomer-based smart base isolation systems strive to alleviate limitations of existing smart base isolation systems as well as passive-type base isolators. Until now, research on MR elastomer-based base isolation systems primarily focused on characterization, design, and numerical evaluations of MR elastomer-based isolators, as well as experimental tests with simple structure models. However, their applicability to large civil structures has not been properly studied yet because it is quite challenging to numerically emulate the complex behavior of MR elastomer-based isolators and to conduct experiments with large-size structures. To address these difficulties, this study employs the real-time hybrid simulation technique, which combines physical testing and computational modeling. The primary goal of the current hybrid simulation study is to evaluate seismic performances of an MR elastomer-based smart base isolation system, particularly its adaptability to distinctly different seismic excitations. In the hybrid simulation, a single-story building structure (non-physical, computational model) is coupled with a physical testing setup for a smart base isolation system with associated components (such as laminated MR elastomers and electromagnets) installed on a shaking table. A series of hybrid simulations is carried out under two seismic excitations having different dominant frequencies. The results show that the proposed smart base isolation system outperforms the passive base isolation system in reducing the responses of the structure for the excitations considered in this study.
机译:近来,基于磁流变(MR)弹性体的基础隔离系统已作为替代的智能基础隔离系统而得到积极研究,因为MR弹性体能够根据所施加磁场的大小来调整其模量或刚度。通过利用MR弹性体的刚度调节能力,基于MR弹性体的智能基础隔离系统致力于缓解现有智能基础隔离系统以及无源型基础隔离器的局限性。到目前为止,对基于MR弹性体的基础隔离系统的研究主要集中于基于MR弹性体的隔离器的表征,设计和数值评估,以及具有简单结构模型的实验测试。但是,由于在数值上模拟基于MR弹性体的隔离器的复杂行为并进行大型结构的实验非常困难,因此尚未对它们在大型土木结构中的适用性进行适当的研究。为了解决这些困难,本研究采用了实时混合仿真技术,该技术将物理测试和计算建模相结合。当前混合仿真研究的主要目标是评估基于MR弹性体的智能基础隔离系统的抗震性能,尤其是其对明显不同的地震激励的适应性。在混合仿真中,单层建筑结构(非物理,计算模型)与智能底座隔离系统的物理测试设置相结合,并且相关组件(例如叠层MR弹性体和电磁体)安装在振动台上。在具有不同主频的两个地震激励下进行了一系列混合模拟。结果表明,所提出的智能基础隔离系统在降低本研究中考虑的激励结构响应方面优于被动基础隔离系统。

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