會議論文
| 學年 | 82 |
|---|---|
| 學期 | 1 |
| 發表日期 | 1994-01-01 |
| 作品名稱 | Hybrid Protective Systems for Seismic-Excited Bridges |
| 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 International Workshop on Civil Infrastructure Systems-Application of Intelligent Systems and Advanced Materials on Bridge Systems |
| 會議地點 | Taipei, Taiwan |
| 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: rubber bearings and variable dampers (or actuators), and sliding systems. The control methods are based on the theory of variable structure system (VSS) or sliding mode control (SMC). Emphasis is placed on the direct output feedback controllers using only a few sensors. Sensivity studies are conducted to evaluate and compare the effectiveness of passive sliding isolators and hybrid protective systems 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.(AU) |
| 關鍵字 | |
| 語言 | en |
| 收錄於 | |
| 會議性質 | 國內 |
| 校內研討會地點 | |
| 研討會時間 | |
| 通訊作者 | |
| 國別 | TWN |
| 公開徵稿 | Y |
| 出版型式 | 紙本 |
| 出處 | Proceedings International Workshop on Civil Infrastructure Systems-Application of Intelligent Systems and Advanced Materials on Bridge Systems, pp.3-65~79 |
| 相關連結 |
機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/69928 ) |