| アイテムタイプ |
共通(1) |
| 公開日 |
2017-12-20 |
| タイトル |
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|
タイトル |
ハイブリッド吊床版道路橋の提案 : (その1)上部工の試設計と静力学特性(都市基盤デザイン工学科) |
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言語 |
ja |
| タイトル |
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|
タイトル |
Proposal for Hybrid Stress-Ribbon Vehicle Bridges : Part 1. Preliminary design of superstructure and static characteristics(DEPARTMENT OF CIVIL AND URBAN DESIGN ENGINEERING) |
|
言語 |
en |
| 作成者 |
原田, 健彦
| ja |
原田, 健彦
|
| en |
Harada, Takehiko
Dept. of Civil & Urban Design Eng., Kyushu Sangyo Univ.
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| ja-Kana |
ハラダ, タケヒコ
|
Search repository
吉村, 健
| ja |
吉村, 健
|
| en |
Yoshimura, Takeshi
Dept. of Civil & Urban Design Eng., Kyushu Sangyo Univ.
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| ja-Kana |
ヨシムラ, タケシ
|
Search repository
水田, 洋司
| ja |
水田, 洋司
|
| en |
Mizuta, Yoji
Dept. of Civil & Urban Design Eng., Kyushu Sangyo Univ.
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| ja-Kana |
ミズタ, ヨウジ
|
Search repository
田中, 孝久
| ja |
田中, 孝久
|
| en |
Tanaka, Takahisa
Dept. of Civil & Urban Design Eng., Kyushu Sangyo Univ.
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| ja-Kana |
タナカ, タカヒサ
|
Search repository
別府, 琢磨
| ja |
別府, 琢磨
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| en |
Beppu, Takuma
Yokogawa Construction Co., Ltd.
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| ja-Kana |
ベップ, タクマ
|
Search repository
城, 秀夫
| ja |
城, 秀夫
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| en |
Jo, Hideo
Fukuoka Branch, Structural Engineering Center Co., Ltd.
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| ja-Kana |
ジョウ, ヒデオ
|
Search repository
ギムスィング, N. J.
| ja-Kana |
ギムスィング, N. J.
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| en |
Gimsing, Niels J.
Dept. of Civil Eng., Technical Univ. of Denmark
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Search repository
姜, 圓鎬
| ja |
姜, 圓鎬
|
| en |
Kang, Won-Ho
Division of Construction, Collage of Eng., Dong-A Univ.
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Search repository
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| アクセス権 |
|
|
アクセス権 |
open access |
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アクセス権URI |
http://purl.org/coar/access_right/c_abf2 |
| 主題 |
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言語 |
en |
|
主題Scheme |
Other |
|
主題 |
hybrid stress-ribbon vehicle bridge |
| 主題 |
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言語 |
en |
|
主題Scheme |
Other |
|
主題 |
suspension bridge |
| 主題 |
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|
言語 |
en |
|
主題Scheme |
Other |
|
主題 |
preliminary design |
| 主題 |
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|
言語 |
en |
|
主題Scheme |
Other |
|
主題 |
static characteristics |
| 内容記述 |
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|
内容記述タイプ |
Abstract |
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内容記述 |
In our previous study, a design concept for hybrid stress-ribbon pedestrian bridges was proposed. In this paper, 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 findings revealed that the weight of the stiffening truss girder per unit area was about half of a streamlined steel box girder for a conventional suspension bridge, and that the total number of the upper and lower cable strands 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 were not too large. Regarding the static characteristics, the deformation and deflection of girder were well controlled by the upper cable, and the maximum normal force in the lower cable was 90% of the resisting force. Therefore, the above results suggest that the design concept for the proposed hybrid stress-ribbon structure could be applied to vehicle bridges with a single span of 200-600m. |
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言語 |
en |
| 出版者 |
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出版者 |
九州産業大学工学部 |
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言語 |
ja |
| 言語 |
|
|
言語 |
eng |
| 資源タイプ |
|
|
資源タイプ識別子 |
http://purl.org/coar/resource_type/c_6501 |
|
資源タイプ |
departmental bulletin paper |
| 出版タイプ |
|
|
出版タイプ |
VoR |
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出版タイプResource |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| 収録物識別子 |
|
|
収録物識別子タイプ |
NCID |
|
収録物識別子 |
AN00054266 |
| 書誌情報 |
ja : 九州産業大学工学部研究報告
号 42,
p. 227-234,
発行日 2005-12-20
|
KJ00004509637.pdf
