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高层建筑非线性地震反应的半主动模型预测控制
引用本文:颜桂云,孙炳楠,杨骊先,田瑞华.高层建筑非线性地震反应的半主动模型预测控制[J].浙江大学学报(自然科学版 ),2004,38(11):1460-1465.
作者姓名:颜桂云  孙炳楠  杨骊先  田瑞华
作者单位:[1]浙江大学土木工程学系,浙江杭州310027 [2]同济大学建筑工程学系,上海200092
摘    要:介绍了第三代结构控制的基准问题,通过研究地震激励高层建筑非线性反应的半主动控制,建立了高层建筑非线性地震反应的多步预测模型,模型中考虑了闭环控制系统中存在的时滞.基于非线性反应预测模型的Kal-man Bucy状态估计器,采用磁流变阻尼器作为控制装置,提出了半主动模型预测控制策略,并对一个20层基准建筑进行了非线性反应的数值仿真分析.将振动仿真结果与其他控制策略的结果进行对比分析,结果表明,半主动模型预测控制是一种性能优良的控制策略,能有效地抑制高层建筑结构的非线性地震反应,减小强烈地震或罕遇地震对建筑结构的破坏.

关 键 词:基准问题  高层建筑  非线性地震反应  半主动模型预测控制  磁流变阻尼器
文章编号:1008-973X(2004)11-1460-06
修稿时间:2003年11月5日

Semi-active model predictive control of nonlinear seismic response for high-rise buildings
YAN Gui-yun,SUN Bing-nan,YANG Li-xian,TIAN Rui-hua.Semi-active model predictive control of nonlinear seismic response for high-rise buildings[J].Journal of Zhejiang University(Engineering Science),2004,38(11):1460-1465.
Authors:YAN Gui-yun  SUN Bing-nan  YANG Li-xian  TIAN Rui-hua
Affiliation:YAN Gui-yun~1,SUN Bing-nan~1,YANG Li-xian~1,TIAN Rui-hua~2
Abstract:A third generation benchmark problem on structural control was presented, and the semi-active control of nonlinear seismic response of high-rise buildings was researched. A multi-step predictive model was built to estimate the seismic dynamics of high-rise building and the time delay in the control loop was taken into account. Based on the predictive model, a Kalman-Bucy observer was proposed to obtain the estimation of the state vector. A semi-active model predictive control strategy based on magnetorheological dampers was developed. Numerical simulation was carried out for analyzing the nonlinear seismic responses of the controlled 20-story benchmark building, and the simulation results were compared to those of the other control systems. The analysis results show that the developed semi-active strategy has good performance, and can reduce the nonlinear seismic response of high-rise building efficiently and minimize the damages in the building structures caused by strong earthquakes.
Keywords:benchmark problem  high-rise building  nonlinear seismic response  semi-active model predictive control  magnetorheological damper
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