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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42号 >
Please use this identifier to cite or link to this item:
http://hdl.handle.net/11178/4593
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| Title: | ハイブリッド吊床版道路橋の提案 : (その2)ケーブルの試設計(都市基盤デザイン工学科) |
| Other Titles: | Proposal for Hybrid Stress-Ribbon Vehicle Bridges : Part 2. Preliminary design of cables(DEPARTMENT OF CIVIL AND URBAN DESIGN ENGINEERING) |
| Authors: | 原田, 健彦
吉村, 健
水田, 洋司
田中, 孝久
別府, 琢磨
城, 秀夫
ギムスィング, N. J.
姜, 圓鎬
Harada, Takehiko
Yoshimura, Takeshi
Mizuta, Yoji
Tanaka, Takahisa
Beppu, Takuma
Jo, Hideo
Gimsing, Niels J.
Kang, Won-Ho
ハラダ, タケヒコ
ヨシムラ, タケシ
ミズタ, ヨウジ
タナカ, タカヒサ
ベップ, タクマ
ジョウ, ヒデオ
Dept. of Civil & Urban Design Eng., Kyushu Sangyo Univ. / Dept. of Civil & Urban Design Eng., Kyushu Sangyo Univ. / Dept. of Civil & Urban Design Eng., Kyushu Sangyo Univ. / Dept. of Civil & Urban Design Eng., Kyushu Sangyo Univ. / Yokogawa Construction Co., Ltd. / Fukuoka Branch, Structural Engineering Center Co., Ltd. / Dept. of Civil Eng., Technical Univ. of Denmark / Division of Construction, Collage of Eng., Dong-A Univ. |
| Keywords: | hybrid stress-ribbon vehicle bridge
suspension bridge
preliminary design
static characteristics |
| Issue Date: | 20-Dec-2005 |
| Publisher: | 九州産業大学工学部 |
| Abstract: | In 'Part 1' of this study, hybrid stress-ribbon vehicle bridges with a span length of L=200, 400 or 600m are proposed, and the preliminary design of superstructure and the examination of their static characteristics are made. The details of the preliminary design of upper and lower cables of the bridges are reported here as 'Part 2' of this study. Also the static characteristics of cables were examined. The findings revealed that the total number of the upper and lower cable strand was respectively found to be 16, 40 and 60. The diameters of the 16-, 40- and 60-strand single cable were estimated to be 26, 40 and 50cm and are not too large. Also it was found that the deflection and deformation of girder was well controlled by the upper cable and that the maximum normal force in the lower cable was 90% of the resisting force. |
| URI: | http://hdl.handle.net/11178/4593 |
| Appears in Collections: | 第42号
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