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Modeling of a large-scale magneto-rheological damper for seismic hazard mitigation. Part II: Semi-active mode

机译:用于减轻地震危害的大型磁流变阻尼器的建模。第二部分:半主动模式

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摘要

A magneto-rheological (MR) damper is a semi-active device where the damper force capacity is controlled by varying the input current into the damper. In this paper, the dynamics of MR dampers associated with variable current input is studied. Electromagnetic theory is used to model the dynamics of an MR damper including the eddy current effect and the nonlinear hysteretic behavior of damper material magnetization. A nonlinear differential equation that relates the input current to the damper with a constant equivalent current is proposed. The nonlinear differential equation is combined with the Maxwell Nonlinear Slider (MNS) model to create the variable current MNS model to predict the damper force under variable input current and random damper displacement loading. The model is evaluated by comparing the predicted response of a large-scale MR damper to the measured damper response from experiments. The experiments include a real-time hybrid simulation of a 3-story building structure with a large-scale MR damper subjected to the design earthquake. The exceptional agreement observed between the predicted and experimental results illustrate the robustness and the accuracy of the variable current MNS model.
机译:磁流变(MR)阻尼器是一种半主动装置,其中,通过改变进入阻尼器的输入电流来控制阻尼器的能力。本文研究了与可变电流输入相关的MR阻尼器的动力学特性。电磁理论用于对MR阻尼器的动力学建模,包括涡流效应和阻尼器材料磁化的非线性滞后行为。提出了一个非线性微分方程,该方程以恒定的等效电流将输入电流与阻尼器相关。将非线性微分方程与Maxwell非线性滑块(MNS)模型组合以创建可变电流MNS模型,以预测可变输入电流和随机阻尼器位移载荷下的阻尼器力。通过将大型MR阻尼器的预测响应与实验中测得的阻尼器响应进行比较来评估模型。实验包括对大型MR阻尼器承受设计地震的3层建筑结构的实时混合仿真。在预测结果和实验结果之间观察到的特殊一致性说明了可变电流MNS模型的鲁棒性和准确性。

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