Higashi Kobe Bridge
General Information
Name in local language: | 東神戸大橋 (Higashi Kōbe Ōhashi) |
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Completion: | 2 April 1994 |
Status: | in use |
Project Type
Structure: |
Cable-stayed bridge with harp system Structurae Plus |
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Secondary structure(s): |
Structurae Plus Structurae Plus Structurae Plus |
Function / usage: |
upper deck: Road bridge lower deck: Road bridge |
Material: |
Steel bridge |
Location
Technical Information
Dimensions
total length | ca. 1 800 m | |
lower deck | number of lanes | 3 |
upper deck | number of lanes | 3 |
main bridge | ||
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main span | 485 m | |
total length | 885 m | |
pylons | total height | 146.500 m |
Materials
deck |
steel
|
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pylons |
steel
|
Participants
Owner
Structural engineering
Co-contractor
Relevant Web Sites
Relevant Publications
- Aerodynamic stability of the tower of a long-spanned cable-stayed bridge (Higashi-Kobe Bridge). In: Journal of Wind Engineering and Industrial Aerodynamics, v. 33, n. 1-2 (March 1990), pp. 349-358. (1990):
- Design of the Higashi-Kobe Bridge, Japan. In: Structural Engineering International, v. 3, n. 4 (November 1993), pp. 226-228. (1993):
- On aerodynamic stability of double-decked/trussed girder for cable-stayed “Higashi-Kobe Bridge”. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 33, n. 1-2 (March 1990), pp. 323-332. (1990):
- Rain-wind excitation on cable-stayed Higashi-Kobe bridge and cable vibration control. Presented at: International Conference IABSE-FIP: Ponts suspendus et à haubans = Cable-stayed and suspension bridges, Deauville, France, 12-15 October 1994, pp. 507. (1994):
-
Response analysis of the Higashi-Kobe Bridge and surrounding soil in the 1995 Hyogoken-Nanbu Earthquake. In: Earthquake Engineering and Structural Dynamics, v. 27, n. 6 (June 1998), pp. 557-576.
https://doi.org/10.1002/(sici)1096-9845(199806)27:6<557::aid-eqe742>3.0.co;2-z
(1998):
- About this
data sheet - Structure-ID
20004436 - Published on:
27/07/2002 - Last updated on:
06/04/2021