期刊文献

Aerodynamic stability of narrow decked suspension bridge (Aki-nada Ohashi Bridge) 收藏

狭窄的甲板悬索桥空气动力稳定性（安艺滩大桥）

原文求助

作者

Akihiro Honda[a][*]; Hiroaki Miyata[b];Hideyuki Shibata[c];

作者单位

[a] Fluid Dynamic Laboratory, Nagasaki Research and Development Center, Mitsubishi Heavy Industries Co. Ltd., 1-1, Akunoura-machi, Nagasaki 850-91 Japan [b] Aki-nada Ohashi Bridge Construction Office, Hiroshima Road Public Corporation, 3-6-21, Nishichuo Kure, Hiroshima 737, Japan [c] Sogo Engineering INC., 3-5-9, Higashi Nakajima, Higashiyodogawa-ku, Osaka 533, Japa

页码

409-420

来源信息

Journal of Wind Engineering and Industrial Aerodynamics ISSN：0167-6105, 1998年, 77-78卷, 409-420页

摘要

Aki-nada Ohashi Bridge (tentative name) is now under construction with 750 m in center span length, 1175 m in total bridge length. The girder of the bridge is 19 m in width with two-lanes and pedestrian space, and the configuration is flat hexagonal box shaped. This paper describes the aerodynamic stability of both the completed stage and erection stage of the girder. Its improvement is also described.

摘要译文

安艺滩大桥（暂定名）正在建设中，在中心跨度750米，总桥长1175米。大桥的主梁为19米宽度的两车道和步行空间，配置是平的六边形箱形。本文介绍了梁的完成阶段，安装阶段双方的空气动力稳定性。其改进还描述。

Akihiro Honda[a][*]; Hiroaki Miyata[b];Hideyuki Shibata[c];. Aerodynamic stability of narrow decked suspension bridge (Aki-nada Ohashi Bridge)[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1998,77-78: 409-420