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作 者:段玉贺 张刚[1] 韩祥兰[2] 冯志敏[1] 陈跃华[1] 闫伟 DUAN Yuhe;ZHANG Gang;HAN Xianglan;FENG Zhimin;CHEN Yuehua;Yan Wei(Faculty of Maritime and Transportation,Ningbo University,Ningbo 315211,China;Ningbo Institute of Science and Technology,Zhejiang University,Ningbo 315100,China)
机构地区:[1]宁波大学海运学院,浙江宁波315211 [2]浙江大学宁波理工学院,浙江宁波315100
出 处:《工业建筑》2019年第12期88-95,110,共9页Industrial Construction
基 金:国家自然科学基金项目(51675286);宁波市自然科学基金项目(2017A610085)
摘 要:在弹性边界条件下,针对斜拉索-磁流变阻尼器系统,进行未知输入作用下的减振控制方法研究。基于Hamilton原理及未知输入观测器原理建立斜拉索-磁流变阻尼器状态空间方程和未知输入估计器。基于未知输入观测器对斜拉索-磁流变阻尼器系统的未知输入实时观测估算,并对未知输入进行重构。在未知输入观测器基础上设计具有新型趋近律的滑移模型控制器。最后,以宁波招宝山斜拉索桥C20号斜拉索为例,进行仿真验证。结果表明:具有新型趋近律的滑移模型减振控制算法能保证斜拉索-磁流变阻尼器系统在未知输入作用下发挥的快速性和稳定性,有效抑制拉索的振幅和振速,且能在突发情况下依旧保持良好的减振效果。Under the condition of elastic boundary, the damping control method of the cable-magnetorheological damper system with unknown input was studied. Based on Hamilton principle and the principle of unknown input observer, the state space equation and unknown input estimator of the cable-magnetorheological damper were established. Based on the unknown input observer, the unknown input real-time observations of the cable-magnetorheological damper system were estimated, and the unknown input was reconstructed. After that, a sliding model controller with a new approach law was designed. Finally, taking the cable C20 of the cable-stayed bridge of Zhaobaoshan, Ningbo as an example, the simulation was verified. The results showed that the sliding damping control algorithm with a new approach law could guarantee the rapid and stable work of the cable-magnetorheological damper system under unknown input, effectively constrain the amplitude and vibration speed of the cable, and still maintain good damping effect in the case of emergency.
关 键 词:减振控制 磁流变阻尼器 未知输入重构 滑移模式控制 新型趋近律
分 类 号:U441.3[建筑科学—桥梁与隧道工程]
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