建筑钢结构进展2024，Vol.26Issue(4)：101-111,11.DOI:10.13969/j.cnki.cn31-1893.2024.04.011
基于快速模型预测控制法的张拉整体结构主动控制研究
Active Control of Tensegrity Structures Based on Fast Model Predictive Control Method
摘要
Abstract
Active vibration control of tensegrity structures is often challenging due to geometric nonlinearity,assembly uncertainties of connections and actuator saturation of controllers.In order to solve these technical problems,a fast model predictive control(FMPC)strategy was implemented in this paper to effectively reduce structural vibration.Specifically,the explicit expression based on the Newmark method avoided the calculation of matrix exponents.Also the expression carried out one online and two offline transient analysis for each sampling moment on the structure,in order to obtain the optimal control input from the second-order dynamic equation without forming an extended state-space equation.Finally,the FMPC method was applied to the structure of large six-cell standard tensegrity beam and six-cell cluster tensegrity beam.The example results show that the proposed method is effective and reliable in the application of tensegrity structure,which shows the prospect of the proposed method in analyzing and solving practical engineering problems.关键词
主动振动控制/作动器位置/张拉整体结构/快速模型预测控制Key words
active vibration control/actuator placement/tensegrity structure/fast model predictive control(FMPC)分类
建筑与水利引用本文复制引用
樊杨彪,冯晓东,赵文雁,郑亦汶..基于快速模型预测控制法的张拉整体结构主动控制研究[J].建筑钢结构进展,2024,26(4):101-111,11.基金项目
国家自然科学基金(51908356),国家留学基金委项目(202008330250) （51908356）
