Semi-active vibration control of stay cables using neural networks

被引:4
作者
Chen, Y [1 ]
Ko, JM [1 ]
Ni, YQ [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engrg, Kowloon, Hong Kong, Peoples R China
来源
SMART STRUCTURES AND MATERIALS 2001: SMART SYSTEMS FOR BRIDGES, STRUCTURES, AND HIGHWAYS | 2001年 / 4330卷
关键词
stay cable; ER/MR damper; semi-active vibration control; LQG controller; neuro-controller;
D O I
10.1117/12.434138
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper describes a study on semi-active vibration control of stay cables by using electro/magneto-rheological (ER/MR) dampers and adopting neural network control technique. An improved neuro-controller, which is derived without need of a reduced-order system model, is first developed for implementing the semi-active control. The neuro-controller is devised following three steps. In step 1, based on a multi-degree-of-freedom finite element model of the cable, an LQG controller is constructed to obtain the optimal feedback fully active control force by assuming complete state observation and solving algebraic Riccati equation. In step 2, a neural network is designed and trained to emulate the performance of the LQG controller. The trained neural network is still a fully active controller but only a few response states are included as network inputs in the training process to simulate incomplete state observation. In this way, the need of system model reduction and an extra state estimator is eliminated. In step 3, the fully active network controller is clipped to achieve the voltage value required to semi-actively control the cable vibration through ER/MR dampers. Both the velocity orientation clipping and the maximum voltage clipping are introduced. After completing the design of the neuro-controller, a numerical example of a 12m-long stay cable specimen connected with a small-size ER damper is provided to verify the control effectiveness of the proposed strategy.
引用
收藏
页码:377 / 386
页数:10
相关论文
共 20 条
[1]  
[Anonymous], P INT S SMART STRUCT
[2]  
Bani-Hani K, 1999, EARTHQUAKE ENG STRUC, V28, P995, DOI 10.1002/(SICI)1096-9845(199909)28:9<995::AID-EQE851>3.0.CO
[3]  
2-8
[4]   Nonlinear structural control using neural networks [J].
Bani-Hani, K ;
Ghaboussi, J .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1998, 124 (03) :319-327
[5]   NEURAL-NETWORK FOR STRUCTURE CONTROL [J].
CHEN, HM ;
TSAI, KH ;
QI, GZ ;
YANG, JCS ;
AMINI, F .
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 1995, 9 (02) :168-176
[6]   ACTIVE CONTROL OF STRUCTURES USING NEURAL NETWORKS [J].
GHABOUSSI, J ;
JOGHATAIE, A .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1995, 121 (04) :555-567
[7]  
HIKAMI Y, 1987, J WIND ENG IND AEROD, V29, P471
[8]   Mitigating stay cable oscillation using semiactive damping [J].
Johnson, EA ;
Baker, GA ;
Spencer, BF ;
Fujino, Y .
SMART STRUCTURES AND MATERIALS 2000: SMART SYSTEMS FOR BRIDGES, STRUCTURES, AND HIGHWAYS, 2000, 3988 :207-216
[9]  
JOHNSON EA, 1999, P 17 INT MOD AN C KI, V1, P417
[10]  
KO JM, 2000, ADV STRUCTURAL DYNAM, V2, P1325