Active vibration control for seismic excited building structures under actuator saturation, measurement stochastic noise and quantisation

被引:21
|
作者
Xu, Lanlan [1 ]
Yu, Yunyan [1 ]
Cui, Yanliang [2 ]
机构
[1] Lanzhou Jiaotong Univ, Sch Civil Engn, Lanzhou 730070, Gansu, Peoples R China
[2] Lanzhou Jiaotong Univ, Sch Mech Engn, Lanzhou 730070, Gansu, Peoples R China
基金
美国国家科学基金会;
关键词
Active vibration control; Building structure; Stochastic noise; Quantisation; Actuator saturation; H-2/H-infinity performance; TUNED MASS DAMPERS; SEMIACTIVE FUZZY CONTROL; STATIC-OUTPUT-FEEDBACK; TIME-VARYING DELAY; STABILITY ANALYSIS; INPUT SATURATION; DEPENDENT NOISE; SYSTEMS; STABILIZATION; CONSENSUS;
D O I
10.1016/j.engstruct.2017.11.021
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper investigates the active vibration control for seismic excited building structures in presenting of actuator saturation, stochastic measurement noise and quantisation. The active vibration controllers are placed in some storeys, meanwhile, some active tuned mass dampers (ATMDs) are also installed at the top floor and oscillating under their control forces. All of the control forces are generated by actuators which are only capable of providing limited outputs. Since the system states are difficult or barely impossible to be accurately measured, an observer based control law is proposed to guarantee system stability, meanwhile, an H-2/H-infinity index is employed for further improving the control performance. By the proposed control strategy, the mean square exponentially stability of close-looped system can be guaranteed almost surely while the desired H-2/H-infinity performance can be achieved simultaneously. In addition, the convergence rate of system state can be pre-scheduled. By regulating the different locations of sensors and controllers, the vibration response can be mitigated in different level. Numerical examples are provided to demonstrate the effectiveness of the proposed method.
引用
收藏
页码:1 / 11
页数:11
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