Synthesis of vibration control and health monitoring of building structures under unknown excitation

被引:21
作者
He, Jia [1 ]
Huang, Qin [1 ]
Xu, You-Lin [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
关键词
building structure; vibration control; health monitoring; synthesis; extend Kalman filter; unknown external excitation; SEMIACTIVE FRICTION DAMPERS; DAMAGE DETECTION; CONTROL STRATEGIES; SMART STRUCTURES; CONTROL-SYSTEMS; MR DAMPERS; PART II; IDENTIFICATION; PROTECTION;
D O I
10.1088/0964-1726/23/10/105025
中图分类号
TH7 [仪器、仪表];
学科分类号
0804 ; 080401 ; 081102 ;
摘要
The vibration control and health monitoring of building structures have been actively investigated in recent years but often treated separately according to the primary objective pursued. In this study, a time-domain integrated vibration control and health monitoring approach is proposed based on the extended Kalman filter (EKF) for identifying the physical parameters of the controlled building structures without the knowledge of the external excitation. The physical parameters and state vectors of the building structure are then estimated and used for the determination of the control force for the purpose of the vibration attenuation. The interaction between the health monitoring and vibration control is revealed and assessed. The feasibility and reliability of the proposed approach is numerically demonstrated via a five-story shear building structure equipped with magneto-rheological (MR) dampers. Two types of excitations are considered: (1) the EI-Centro ground excitation underneath of the building and (2) a swept-frequency excitation applied on the top floor of the building. Results show that the structural parameters as well as the unknown dynamic loadings could be identified accurately; and, at the same time, the structural vibration is significantly reduced in the building structure.
引用
收藏
页数:13
相关论文
共 29 条
[1]   Vibration based condition monitoring: A review [J].
Carden, EP ;
Fanning, P .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2004, 3 (04) :355-377
[2]   Integrated vibration control and health monitoring of building structures using semi-active friction dampers: Part II - Numerical investigation [J].
Chen, B. ;
Xu, Y. L. .
ENGINEERING STRUCTURES, 2008, 30 (03) :573-587
[3]  
Chen B, 2008, SMART STRUCTURES SYS, V6, P811
[4]   Modeling and control of magnetorheological dampers for seismic response reduction [J].
Dyke, SJ ;
Spencer, BF ;
Sain, MK ;
Carlson, JD .
SMART MATERIALS & STRUCTURES, 1996, 5 (05) :565-575
[5]   Vibration-based Damage Identification Methods: A Review and Comparative Study [J].
Fan, Wei ;
Qiao, Pizhong .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2011, 10 (01) :83-111
[6]   Smart structures: Part II - Hybrid control systems and control strategies [J].
Fisco, N. R. ;
Adeli, H. .
SCIENTIA IRANICA, 2011, 18 (03) :285-295
[7]   Smart structures: Part I-Active and semi-active control [J].
Fisco, N. R. ;
Adeli, H. .
SCIENTIA IRANICA, 2011, 18 (03) :275-284
[8]   Integrated procedure for identification and control of MDOF structures [J].
Gattulli, V ;
Romeo, F .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2000, 126 (07) :730-737
[9]   Electrorheological dampers .2. Testing and modeling [J].
Gavin, HP ;
Hanson, RD ;
Filisko, FE .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1996, 63 (03) :676-682
[10]   Electrorheological dampers .1. Analysis and design [J].
Gavin, HP ;
Hanson, RD ;
Filisko, FE .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1996, 63 (03) :669-675