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Control of Vibrations due to Moving Loads on Suspension Bridges

机译:悬索桥上的移动载荷引起的振动控制

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The .exibility and low damping of the long span suspended cablesin suspension bridges makes them prone to vibrations due to wind and movingloads which affect the dynamic responses of the suspended cables and the bridgedeck. This paper investigates the control of vibrations of a suspension bridgedue to a vertical load moving on the bridge deck with a constant speed. Avertical cable between the bridge deck and the suspended cables is used toinstall a hydraulic actuator able to generate an active control force on the bridgedeck. Two control schemes are proposed to generate the control force needed toreduce the vertical vibrations in the suspended cables and in the bridge deck. Theproposed controllers, whose design is based on Lyapunov theory, guarantee theasymptotic stability of the system. The MATLAB software is used to simulatethe performance of the controlled system. The simulation results indicate thatthe proposed controllers work well. In addition, the performance of the systemwith the proposed controllers is compared to the performance of the systemcontrolled with a velocity feedback controller
机译:大跨度悬索在悬索桥中的灵活性和低阻尼性使其易于受到风和运动载荷的影响,这会影响悬索和桥面的动力响应。本文研究了以恒定速度在桥面板上移动的垂直载荷引起的悬架桥的振动控制。桥面板和悬吊电缆之间的垂直电缆用于安装液压执行器,该执行器能够在桥面板上产生主动控制力。提出了两种控制方案来产生减小悬挂电缆和桥面板中的垂直振动所需的控制力。所提出的控制器的设计基于李雅普诺夫理论,可以保证系统的渐近稳定性。 MATLAB软件用于模拟受控系统的性能。仿真结果表明所提出的控制器工作良好。此外,将带有建议控制器的系统性能与由速度反馈控制器控制的系统性能进行比较

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