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基于加速度趋近律的高层结构的滑模控制及其鲁棒性分析
引用本文:张庆国,刘建军,何玉敖,张建华. 基于加速度趋近律的高层结构的滑模控制及其鲁棒性分析[J]. 工程抗震与加固改造, 2005, 27(1): 48-52
作者姓名:张庆国  刘建军  何玉敖  张建华
作者单位:天津大学建筑工程学院,天津,300072;天津大学建筑工程学院,天津,300072;天津大学建筑工程学院,天津,300072;天津大学建筑工程学院,天津,300072
摘    要:本文采用加速度趋近律滑模控制算法对多自由度体系的地震响应进行了数字仿真研究。并且将该控制方法与LQR控制方法的控制效果和控制的鲁棒性进行了对比分析。仿真和分析结果表明此控制律的控制效果和鲁棒性均优于LQR控制方法 ,能够有效地减小结构的地震响应 ,同时具有较好的鲁棒性。基于加速度趋近律的滑模控制具有重要的实际应用价值

关 键 词:自由递阶加速度趋近律  滑模控制  鲁棒性  LQR
文章编号:1002-8412(2005)01-0048-05
修稿时间:2004-06-08

Sliding-mode Control of High Buildings Based on the Free Accelerating Reaching Law and Its Robustness Analysis
Zhang Qing-guo,Liu Jian-jun,He Yu-ao,Zhang Jian-hua. Sliding-mode Control of High Buildings Based on the Free Accelerating Reaching Law and Its Robustness Analysis[J]. Earthquake Resistant Engineering and Retrofitting, 2005, 27(1): 48-52
Authors:Zhang Qing-guo  Liu Jian-jun  He Yu-ao  Zhang Jian-hua
Abstract:Based on the accelerating reaching law, a method of mode-sliding control is presented in this paper. The seismic response of multi-freedom system is investigated in numerical simulation. The performance and robustness of control based on the technique proposed in this paper is compared with the control based on the LQR control principle. The simulation and the analysis demonstrate that the performance and robustness of control principle put forward in this paper is better than the control based on the LQR law. The results indicate that the seismic response is diminished effectively and the robustness of the control is remarkable.This control strategy can be applied in the buildings practically.
Keywords:LQR
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