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A new simple non-linear hysteretic model for MR damper and verification of seismic response reduction experiment

机译:磁流变阻尼器的一种新的简单非线性滞后模型及减震实验的验证

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摘要

Non-linear hysteresis is a complicated mechanical characteristic for magneto-rheological (MR) damper. In this paper, a new simple non-linear hysteretic model for MR damper is proposed to represent the hysteretic behavior. First, the force-displacement and force-velocity loops under a range of currents, amplitudes and frequencies are obtained by mechanical behavior test of a RD1097 type MR damper. Then the model's parameters are identified by the non-linear least square method from test data and fitted by the polynomials as functions of the supplied current. Finally, the accuracy and the effectiveness of the model are demonstrated by the RMS errors comparison between the reconstructed hysteretic curves and the experimental ones, and further are verified by seismic response reduction experiment under three excitations including the sinusoidal wave, the Pingsheng Bridge earthquake wave and the El-Centro wave. The results show that the proposed model has higher accuracy than some of existing models with explicit functions and is easier to be identified than those models with non-linear differential equations. Therefore, the proposed model can be effectively applied to simulation analysis in engineering control subjected to frequency-fixed or random excitations.
机译:非线性磁滞是磁流变(MR)阻尼器的复杂机械特性。本文提出了一种新的用于MR阻尼器的简单非线性滞后模型来表示滞后行为。首先,通过RD1097型MR阻尼器的机械性能测试,获得在一定范围的电流,振幅和频率下的力-位移和力-速度环路。然后,通过非线性最小二乘法从测试数据中识别模型的参数,并通过多项式拟合所提供的电流函数。最后,通过重建滞回曲线与实验曲线的RMS误差比较,证明了模型的准确性和有效性,并通过正弦波,平盛桥地震波和地震波三种激励下的地震响应折减实验进行了验证。 El-Centro浪潮。结果表明,所提出的模型比具有显式函数的现有模型具有更高的准确性,并且比具有非线性微分方程的模型更易于识别。因此,所提出的模型可以有效地应用于频率控制或随机激励的工程控制仿真分析。

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