摘要
本文根据最优化性能指标和非因果的稳定理论，提出了一种基于稳定逆的最优迭代学习的控制方法，然后分析了学习率的收敛性。仿真结果表明，基于稳定逆的最优迭代学习控制方法能够很好的控制Benchmark模型的地震位移响应，使控制效果得到了一定的提高。
In the paper, According to the optimal performance index and the non causal stability theory, a control method based on the optimal iterative learning is proposed, and the convergence of the learning rate is analyzed, the simulation results show that the optimal iterative learning control method based on the inverse stability can control the seismic displacement response of the Benchmark model, and the control effect is improved.
作者
梁博
LIANG Bo(Department of Energy Engineering （Department of Architectural Engineering）, Shaanxi Energy Institute, Xianyang 712000, China)
关键词
工程结构
动态响应
迭代学习
收敛性
Engineering structure
dynamic response
iterative learning
convergence
