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九州産業大学学術リポジトリ >
1 紀要論文 ／ Departmental Bulletin Paper >
工学部（Faculty of Engineering） >
九州産業大学工学部研究報告（Bulletin of the Faculty of Engineering Kyushu Sangyo University） >
第41号 >
Please use this identifier to cite or link to this item:
http://hdl.handle.net/11178/4475
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| Title: | 中路式鋼アーチ橋の耐震補強(都市基盤デザイン工学科,工学部創設40周年記念号) |
| Other Titles: | Earthquake-proof Reinforcement of Half-through Type Steel Arch Bridge(DEPARTMENT OF CIVIL AND URBAN DESIGN ENGINEERING) |
| Authors: | 水田, 洋司
馬郡, 弘幸
MIZUTA, Yoji
MAGOORI, Hiroyuki
ミズタ, ヨウジ
マゴウリ, ヒロユキ
九州産業大学工学部工学部土木工学科 / 九州産業大学工学部工学研究科修士課程土木工学専攻 |
| Keywords: | earthquake-proof reinforcement
half-through type steel arch bridge
earthquake response analysis
EPS
slide damper |
| Issue Date: | 20-Dec-2004 |
| Publisher: | 九州産業大学工学部 |
| Abstract: | This research report performed earthquake response analysis of Half-through type steel arch bridge, and has described the reinforcement effect when performing earthquake-proof reinforcement. The kinds of earthquake-proof reinforcement are concrete filling and EPS installation to arch rib, and slide damper installation to arch rib horizontal direction, beam, and arch rib. Consequently, when using a filler of concrete, whole weight may increase, and an oscillating response may increase. Moreover, slide damper installation may decrease amplitude of vibration depending on a setup of an arrangement position or a sliding force. |
| URI: | http://hdl.handle.net/11178/4475 |
| Appears in Collections: | 第41号
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