Highway Bridge Traffic Vibration Control by Sliding Mode Control Theory | スライディングモード理論による道路橋交通振動の制御
1996
岡林, 隆敏 | 加賀, 敏明
The linear quadratic regulator theory is applied for the active control of bridge vibration conduced by traffic loads. As the bride-vehicle system is to be the time varying system, the stationary LQR control is not optimal control for the bridge vibration. This study concerned with the control of bridge vibration under a moving vehicle using by the sliding mode theory. The effectiveness of sliding mode theory are discussed by the numerical simulation for active and hybrid control.
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