执行饱和约束下的建筑物主动减震方法
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作者单位:

兰州交通大学 土木工程学院, 甘肃 兰州 730070

作者简介:

许兰兰(1978-),女,博士,副教授,主要从事岩土工程与建筑工程研究。E-mail:xullan@126.com。

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TU18

基金项目:

国家自然科学基金项目(61863021)


Active seismic control of buildings with actuator saturation
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School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070 , Gansu, China

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    摘要:

    为降低地震作用下建筑物的应激震动行为,考虑减震执行器输出力约束问题,提出保证H∞性能指标的主动减震控制方法。首先,基于楼层传感器获取应激相对位移和速度状态信号,将地震激励建模为描述能量有限的外源不可控扰动,建立建筑物可控模型;进而,将减震器输出力约束转化为执行器力限幅的饱和控制问题,设计主动减震控制器;最后,通过Lyapunov稳定性分析,提出兼顾饱和约束和H∞性能的控制器计算方法。仿真数据表明,在某11层建筑物顶层和次顶层分别布置2个最大输出6kN的减震执行器,可将El-Centro地震作用下的建筑物应激震动位移和速度响应均降低约45%,验证了所提方法的有效性。

    Abstract:

    To mitigate seismic responses of buildings under earthquake excitation, this study considers actuator force constraints and proposes an active control methodology ensuring H∞ performance. First, sensors are deployed on building floors to capture relative displacement and velocity signals. Seismic excitation is characterized as energy-bounded uncontrollable disturbances. Based on this framework, a controllable building model is established. Subsequently, damper output force constraints are transformed into a saturation control problem with actuator force amplitude limiting, forming the basis for the development of an active seismic control controller. Finally, through Lyapunov stability analysis, a controller synthesis method simultaneously ensuring saturation constraints and H∞ performance is derived. Simulated results demonstrate that deploying two actuators, each with a maximum output of 6 kN, at the top and sub-top floors of an 11-story building leads to a reduction of approximately 45% in structural displacement and velocity responses under El-Centro earthquake excitation. These findings validate the effectiveness of the proposed approach.

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许兰兰.执行饱和约束下的建筑物主动减震方法[J].地震工程学报,2025,47(5):1048-1054. DOI:10.20000/j.1000-0844.20230314001

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  • 收稿日期:2023-03-14
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  • 在线发布日期: 2025-07-29
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