|
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/11178/4502
|
| Title: | ハイブリッド吊床版道路橋架設系の静力学特性(都市基盤デザイン工学科) |
| Other Titles: | Static Characteristics of a Hybrid Stress-Ribbon Vehicle Bridge during Erection of Girder(DEPARTMENT OF CIVIL AND URBAN DESIGN ENGINEERING) |
| Authors: | 原田, 健彦
吉村, 健
井嶋, 克志
田中, 孝久
森田, 正一
Harada, Takehiko
Yoshimura, Takeshi
Ijima, Katsushi
Tanaka, Takahisa
Morita, Shoichi
ハラダ, タケヒコ
ヨシムラ, タケシ
イジマ, カツシ
タナカ, タカヒサ
モリタ, ショウイチ
工学研究科社会開発・環境システム工学専攻 / 都市基盤デザイン工学科 / 佐賀大学理工学部都市工学科 / 都市基盤デザイン工学科 / 工学研究科土木工学専攻 |
| Keywords: | hybrid stress-ribbon bridge
under construction
static characteristics
large deflection non-linear theory
numerical analysis |
| Issue Date: | 20-Dec-2005 |
| Publisher: | 九州産業大学工学部 |
| Abstract: | In our previous paper, a proposal was made for hybrid stress-ribbon vehicle bridges with the span lengths of 200-600m and their preliminary structural design was made. In this paper, a numerical analysis was made for a bridge with the span-length of 400m to examine its static characteristics during erection of the girder. The girder was erected from midspan towards the pylons. The large deflection non-linear theory was used in the analysis. The findings revealed that the maximum deflection of about 5m in the lower cables was observed at the early erection stage and that the maximum stress in the cables and girder was far below the allowable stress. |
| URI: | http://hdl.handle.net/11178/4502 |
| Appears in Collections: | 第42号
|
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.
|
