會議論文
| 學年 | 82 |
|---|---|
| 學期 | 1 |
| 發表日期 | 1994-01-01 |
| 作品名稱 | Aseismic Hybrid Control of Bridge Structures |
| 作品名稱（其他語言） | |
| 著者 | Yang, J. N.; Li, Z.; Wu, Jong-cheng; Kawashima, K. |
| 作品所屬單位 | 淡江大學土木工程學系 |
| 出版者 | |
| 會議名稱 | Proceedings Fifth U.S. National Conf. on Earthqake Engineering |
| 會議地點 | Chicago, USA |
| 摘要 | Recently, several hybrid protective systems have been explored for applications to seismic-excited bridge structures. In particular, two types of aseismic hybrid protective systems have been shown to be quite effective: (i) rubber bearings and variable dampers (or actuators), and (ii) sliding bearings and actuators. In this paper, control methods are presented for these hybrid protective systems. The control methods are based on the theory of variable structure system (VSS) or sliding mode control (SMC). Emphasis is placed on the static (direct) output feedback controllers using only the information measured from a few sensors without an observer. Simulation results demonstrate that the control methods presented are robust with respect to system parametric uncertainties and the performance is quite remarkable. Sensitivity studies are conducted to evaluate the effectiveness of hybrid protective systems and passive sliding isolators for reducing the response of seismic-excited bridge structures. The advantages of each protective system are demonstrated by simulation results for a wide range of earthquake intensities. |
| 關鍵字 | |
| 語言 | en |
| 收錄於 | |
| 會議性質 | 國際 |
| 校內研討會地點 | 無 |
| 研討會時間 | 19940101~19940101 |
| 通訊作者 | |
| 國別 | USA |
| 公開徵稿 | Y |
| 出版型式 | 紙本 |
| 出處 | Proceedings Fifth U.S. National Conf. on Earthqake Engineering, EERI |
| 相關連結 |
機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/69894 ) |