| Active Control of Transmission Tower Under Stochastic Wind | |
|---|---|
| 學年 | 87 |
| 學期 | 1 |
| 出版(發表)日期 | 1998-11-01 |
| 作品名稱 | Active Control of Transmission Tower Under Stochastic Wind |
| 作品名稱(其他語言) | |
| 著者 | 吳重成; Wu, Jong-cheng; Yang, J. N. |
| 單位 | 淡江大學土木工程學系 |
| 出版者 | American Society of Civil Engineers (ASCE) |
| 著錄名稱、卷期、頁數 | Journal of structural engineering 124(11), pp.1302-1312 |
| 摘要 | 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. |
| 關鍵字 | |
| 語言 | en |
| ISSN | 0733-9445 |
| 期刊性質 | 國內 |
| 收錄於 | |
| 產學合作 | |
| 通訊作者 | |
| 審稿制度 | 否 |
| 國別 | TWN |
| 公開徵稿 | |
| 出版型式 | ,電子版 |
| 相關連結 |
機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/44876 ) |