Active Control of Transmission Tower Under Stochastic Wind

doi:10.1061/(ASCE)0733-9445(1998)124:11(1302)

淡江大學機構典藏 > 工學院 > 土木工程學系暨研究所 > 期刊論文 > Item 987654321/44876

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Title:	Active Control of Transmission Tower Under Stochastic Wind
Authors:	吳重成;Wu, Jong-cheng;Yang, J. N.
Contributors:	淡江大學土木工程學系
Date:	1998-11-01
Issue Date:	2010-03-26 17:35:12 (UTC+8)
Publisher:	American Society of Civil Engineers (ASCE)
Abstract:	An active mass driver has been designed for installation on the upper observation deck of the 310 m Nanjing TV transmission tower in China in order to reduce the acceleration response under strong wind gusts. In this paper, the linear quadratic Gaussian (LQG), H∞, and continuous sliding mode control (CSMC) strategies have been applied to the active mass driver system based on the acceleration feedbacks. Emphasis is placed on the practical applications of LQG, H∞, and CSMC controllers, including limitations on the actuator peak force and stroke, the limited number of sensors, and noise pollution. Further, a method for modulating the control effort for the CSMC controller is proposed in this paper to satisfy the practical constraints on the actuator. A state reduced-order system has been established to design the dynamic output feedback controllers. The wind loads acting on the tower are defined by the Davenport cross-power spectral density matrix. Simulation results demonstrate that, when designed appropriately, the LQG, H∞, and CSMC control strategies are suitable for full-scale implementations of the active mass driver, and their control performances are quite remarkable.
Relation:	Journal of structural engineering 124(11), pp.1302-1312
DOI:	10.1061/(ASCE)0733-9445(1998)124:11(1302)
Appears in Collections:	[土木工程學系暨研究所] 期刊論文

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