基于模型预测控制的自供能主动减震系统

SELF-POWERED ACTIVE VIBRATION DAMPING SYSTEM BASED ON MODEL PREDICTIVE CONTROL

  • 摘要: 针对结构主动控制高能耗与易失稳两大技术瓶颈,提出一种基于模型预测控制(MPC)的自供能主动控制(SPAC)系统。该系统通过集成能量采集与主动控制模块,构建MPC框架下的能量动态约束控制策略,实现能量采集与主动控制耗能的动态平衡并提升系统鲁棒性。利用10层建筑剪切动力模型对所提系统进行控制性能验证,并与最优调谐惯质阻尼器(TID)进行减震效果对比。为量化评价减震效果,提出综合减震性能指标J(融合层间位移角、加速度及基底剪力权值)。仿真结果表明:TID工况减震综合性能指标(J)降幅为22%~31%,SPAC工况减震综合性能指标(J)降幅为35%~45%。SPAC工况减震控制效果相较于TID工况显著提升且系统储能模块实时总能量E≥0,符合自供能判据,在该控制策略下可实现自供能主动控制。

     

    Abstract: To address the two major technical challenges of high energy consumption and of instability in active structural control, this study proposes a self-powered active control (SPAC) system based on Model Predictive Control (MPC). The system integrates energy harvesting and active control modules to establish an energy-dynamics constrained control strategy within the MPC framework, achieving the dynamic equilibrium between energy harvesting and control consumption while enhancing system robustness. A 10-storey shear building model is employed to validate the control performance of the system proposed, with comparative analysis conducted against optimal tuned inertial damper (TID) configurations. For quantitative evaluation of seismic mitigation effectiveness, a comprehensive performance index J is developed, incorporating weighted parameters of inter-storey drift ratio, of acceleration response, and of base shear force. Simulation results demonstrate that the TID configuration achieves 22%-31% reduction in composite index J, whereas the SPAC system attains 35%-45% mitigation. The SPAC system exhibits significantly enhanced vibration control performance compared to TID, with the energy storage module maintaining real-time total energy E≥0 throughout operation. This energy-positive characteristic confirms compliance with self-powering criteria, verifying the feasibility of autonomous energy supply under the control strategy proposed.

     

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