General Information
| Name in local language: | 東神戸大橋 (Higashi Kōbe Ōhashi) |
|---|---|
| Completion: | 2 April 1994 |
| Status: | in use |
Project Type
| Structure: |
Cable-stayed bridge with harp system Three-span cable-stayed bridge |
|---|---|
| Support conditions: |
for registered users |
| Secondary structure(s): |
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| Function / usage: |
upper deck: Road bridge lower deck: Road bridge |
| Material: |
Steel bridge Structurae Plus/Pro - Subscribe Now! |
Location
Technical Information
Dimensions
| total length | ca. 1 800 m | |
| lower deck | number of lanes | 3 |
| upper deck | number of lanes | 3 |
| main bridge | ||
|---|---|---|
| main span | 485 m | |
| total length | 885 m | |
| pylons | total height | 146.500 m |
Materials
| deck |
steel
|
|---|---|
| pylons |
steel
|
Excerpt from Wikipedia
The Higashi Kobe Bridge (東神戸大橋, Higashi Kōbe Ōhashi) is a cable-stayed bridge in Kobe, Japan, which opened in 1992. It has a main span of 485 meters and spans a waterway between to Artificial islands part of the Kobe-Osaka bay. The bridge is a part of the Hanshin Expressway, which also is cradled by the Tempozan Higashi Bridge, downstream of the Higashi Kobe Bridge. The bridge is also a part of the Bayshore route 5 expressway of Kobe, which is also a part of the Industrial Ring Road of Kobe. The bridge carries two decks of roadway (3 lanes on each deck) (6 in total), and the bridge is 168 meters high and the maximum clearance is 32 meters to the water. The bridge was built by the Hanshin Expressway Public Corporation.
Text imported from Wikipedia article "Higashi Kobe Bridge"
and modified on 23 July 2019 under the CC-BY-SA 3.0 license.
Participants
Owner
Structural engineering
Co-contractor
Relevant Web Sites
Relevant Publications
- (1990): 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): Characteristics of Earthquake Responses and Aseismic Design on the Long-period Cable-Stayed Bridge (higashi-kobe Bridge) With All Movable Shoes in Longitudinal Direction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 422 (October 1990), pp. 343-352.
- (1994): Design For Truss Panel Points Of The Higashi-kobe Bridge. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 489 (April 1994), pp. 269-276.
- (1993): Design of the Higashi-Kobe Bridge, Japan. In: Structural Engineering International, v. 3, n. 4 (November 1993), pp. 226-228.
- (1990): 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.
- About this
data sheet - Structure-ID
20004436 - Published on:
27/07/2002 - Last updated on:
06/04/2021
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