期刊論文
| 學年 | 101 |
|---|---|
| 學期 | 1 |
| 出版（發表）日期 | 2012-08-01 |
| 作品名稱 | Study on the Seismic Behavior of Self-anchored Suspension Bridges |
| 作品名稱（其他語言） | |
| 著者 | Qiu, Wen-liang; Kou, Chang-huan; Kao, Chin-sheng; Ma, Shih-wei; Yang, Jiun |
| 單位 | 淡江大學土木工程學系 |
| 出版者 | 基隆市：台灣海洋大學 |
| 著錄名稱、卷期、頁數 | Journal of Marine Science and Technology 20(4), pp.384-391 |
| 摘要 | The suspension bridge has a beautiful structural shape and an excellent spanning ability. The self-anchored suspension bridge has its main cables anchored directly on the two ends of the main girders, saving construction costs and time incurred during the anchorage construction of an earth-anchored suspension bridge. However, the feasibility of a self-anchored suspension bridge in a strong earthquake zone and the use of dampers to reduce seismic responses have yet to be fully investigated.Using the Yellow-River Road Bridge in Mainland as an example, this study sets out to analyze and investigate a series of seismic responses of a self-anchored suspension bridge, with the purpose of understanding its seismic responses in a strong earthquake zone and the effectiveness of metal dampers in reducing the seismic response. In this paper, in addition to performing a linearly elastic seismic analysis, the ductility seismic response was also analyzed. Additionally, metal dampers were installed at the joints of main girders and towers so that the energy damping effect can be investigated. The results of this research will be useful to the academic research community and for practical engineering applications. |
| 關鍵字 | self-anchored suspension bridge; seismic behavior; ductility seismic response analysis; metal damper seismic response analysis |
| 語言 | en |
| ISSN | 1023-2796 |
| 期刊性質 | 國內 |
| 收錄於 | SCI |
| 產學合作 | |
| 通訊作者 | Kou, Chang-Huan |
| 審稿制度 | |
| 國別 | TWN |
| 公開徵稿 | |
| 出版型式 | 紙本 |
| 相關連結 |
機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/58188 ) |