|
|||||
|
|
| 基于二次稳定算法的结构主动控制仿真分析 | |
| 引用本文： | 张微敬,闫维明,钱稼茹. 基于二次稳定算法的结构主动控制仿真分析[J]. 系统仿真学报, 2006, 18(3): 685-687,697 |
| 作者姓名： | 张微敬 闫维明 钱稼茹 |
| 作者单位： | 1. 清华大学土木水利学院,北京,100084;北京工业大学建工学院,北京,100022 2. 北京工业大学建工学院,北京,100022 3. 清华大学土木水利学院,北京,100084 |
| 摘 要： | 采用二次穗定的鲁棒镇定控制算法解决地震作用下参数不确定系境的结构振动控制同题．通过对两个安装有不同控制装置的多自由度结构的主动控制仿真分析，证实了这种控制算法不仅能有效减小结构的地震反应，同时对结构参数摄动具有很强的鲁棒性。 |
| 关 键 词： | 结构振动控制 参数不确定 鲁棒镇定 仿真分析 |
| 文章编号： | 1004-731X（2006）03-0685-03 |
| 收稿时间： | 2004-12-21 |
| 修稿时间： | 2004-12-212005-05-17 |
Simulation Study of Active Control Based on Quadratic Stabilization Algorithm |
|
| ZHANG Wei-jing,YAN Wei-ming,QIAN Jia-ru. Simulation Study of Active Control Based on Quadratic Stabilization Algorithm[J]. Journal of System Simulation, 2006, 18(3): 685-687,697 | |
| Authors: | ZHANG Wei-jing YAN Wei-ming QIAN Jia-ru |
| Affiliation: | 1 .School of Civil Engineering, Tsinghua University, Beijing 100084,China; 2.College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022,China |
| Abstract: | The application of quadratic stabilization algorithm to civil engineering structures under earthquake excitation was proposed. Two MDOF buildings with various control systems respectively under earth excitation were analyzed using this method. The simulation results show that not only is the presented method effective in reducing the response quantities of the seismic-excited buildings but the method is robust as well. |
| Keywords: | structural vibration control parameter uncertainty robust stabilization simulation analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |