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Application of MR damper in structural control using ANFIS method

机译:MR阻尼器在ANFIS法结构控制中的应用

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Protection of civil engineering structures from excessive vibration due to uncontrollable events such as earthquake has increasingly been of importance for the purpose of maintaining structural integrity and serviceability. This paper presents the development of an adaptive neuro-fuzzy inference system (ANFIS) controller for reduction of environmentally induced vibration in multiple-degree-of-free-dom (MDOF) building structure with MR damper. The LQG control method was used to obtain the training data for the ANFIS controller. A force-feedback control scheme was employed in order to overcome the difficulty of commanding the MR damper to output an arbitrary force. In this approach, force-feedback loops were used to induce a MR damper to produce approximately a desired control force. To establish a context for assessing the effectiveness of the semi-active control scheme, responses to earthquake excitation are compared with passive system response. Simulation results show that the performance of the developed control scheme in structural vibration suppression is satisfactory.
机译:为了保持结构的完整性和可维护性,保护土木工程结构免受由于诸如地震等不可控事件引起的过度振动的重要性日益增加。本文介绍了一种自适应神经模糊推理系统(ANFIS)控制器的开发,该控制器可减少带有MR阻尼器的多自由度(MDOF)建筑结构中环境引起的振动。 LQG控制方法用于获取ANFIS控制器的训练数据。为了克服命令MR阻尼器输出任意力的困难,采用了力反馈控制方案。在这种方法中,使用力反馈回路来感应MR阻尼器以产生大约所需的控制力。为了建立评估半主动控制方案有效性的环境,将地震激励的响应与被动系统的响应进行了比较。仿真结果表明,所开发的控制方案在结构减振方面的性能令人满意。

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