Sliding mode for equivalent force control in real-time substructure testing

被引:31
|
作者
Wu, Bin [1 ,2 ]
Zhou, Huimeng [3 ]
机构
[1] Harbin Inst Technol, Key Lab Struct Dynam Behav & Control, Minist Educ, Harbin 150090, Peoples R China
[2] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China
[3] Inst Engn Mech, China Earthquake Adm, Harbin 150080, Peoples R China
来源
基金
美国国家科学基金会;
关键词
real-time substructure test; equivalent force control; sliding mode control; chattering problem; Lyapunov stability; ACTUATOR DELAY; SYSTEM; COMPENSATION; ALGORITHMS; SIMULATION; IMPLICIT;
D O I
10.1002/stc.1648
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The equivalent force control method uses feedback control to replace a mathematical iteration to solve the nonlinear difference equation in a real-time substructure test with an implicit integration method. The commonly used PID controller as a candidate of equivalent force control has only limited robustness for nonlinear systems. For real-time substructure testing with nonlinear specimens, the sliding mode control is proposed as the outer-loop controller of the equivalent force control. The design approach and implementation issues are discussed analytically. The effects of key parameters of sliding mode controller on the performance of equivalent force control are demonstrated through numerical simulation. The real-time as well as pseudodynamic substructure tests are carried out with a linear elastic spring and a nonlinear buckling restrained brace as experimental substructures. The effectiveness of the sliding mode control is verified by these tests. Copyright (c) 2014 John Wiley & Sons, Ltd.
引用
收藏
页码:1284 / 1303
页数:20
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