Adaptive backstepping sliding mode control design for vibration suppression of earth-quaked building supported by magneto-rheological damper

被引：15

作者：

Humaidi, Amjad J. ^{[1
]}

Sadiq, Musaab E. ^{[2
]}

Abdulkareem, Ahmed, I ^{[1
]}

Ibraheem, Ibaheem K. ^{[3
,4
]}

Azar, Ahmad Taher ^{[5
,6
]}

机构：

[1] Control & Syst Engn Dept, Baghdad, Iraq

[2] Gen Co Grain Proc, Minist Trade, Baghdad, Iraq

[3] Al Rasheed Univ Coll, Dept Comp Engn Tech, Baghdad, Iraq

[4] Univ Baghdad, Coll Engn, Dept Elect Engn, Baghdad, Iraq

[5] Prince Sultan Univ, Coll Comp & Informat Sci CCIS, Riyadh, Saudi Arabia

[6] Benha Univ, Fac Comp & Artificial Intelligence, Banha, Egypt

来源：

JOURNAL OF LOW FREQUENCY NOISE VIBRATION AND ACTIVE CONTROL | 2022年 / 41卷 / 02期

关键词：

Earthquake; vibration; structural building; adaptive control; backstepping control; sliding mode control; MAGNETORHEOLOGICAL DAMPERS; SEMIACTIVE CONTROL; POSITION CONTROL; MR DAMPERS; SYSTEM;

D O I：

10.1177/14613484211064659

中图分类号：

O42 [声学];

学科分类号：

070206 ; 082403 ;

摘要：

In this study, the design of adaptive backstepping sliding mode control (ABSMC) has been developed for vibration suppression of earth-quaked building supported by magneto-rheological (MR) damper. The control and adaptive laws developed based on ABSMC methodology has been established according to stability analysis based on Lyupunov theorem. A Single degree of freedom (SDOF) building system has been considered and the earthquake acceleration data used in performance analysis of the proposed controller is based on El Centro Imperial Valley Earthquake. The ABSMC has been compared to classical sliding mode control in terms of vibration suppression in the controlled system subjected to earthquake. The performance of proposed controller has been assessed via computer simulation, which showed its effectiveness to stabilize the building against earthquake vibration and the boundness of estimated stiffness and viscosity coefficients.

引用

页码：768 / 783

页数：16

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