Prestressed concrete horizontal arch bridge (Yokomuki Bridge)
| Author(s): |
Ryoh Ebana
Kunio Hoshino Keiji Kutuzawa Takeshi Sugimoto |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | IABSE Symposium: Bridges - Interaction between construction technology and design, Leningrad, USSR, 1991 |
| Published in: | IABSE Symposium Leningrad 1991 |
| Page(s): | 259-264 |
| Year: | 1991 |
| DOI: | 10.5169/seals-49310 |
| Abstract: | This article concerns design and construction of a unique bridge. This bridge is 9 span prestressed concrete curved continuous box girder bridge. Both ends of the bridge are fixed in the horizontal plane. Thus the bridge acts as a horizontal arch for seismic force and temperature change. It was constructed by the incremental launching method. |
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