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- W610195632 abstract "This short article describes the design of the Shinkawaotogawa highway bridge. This bridge is a 7 span continuous frame structure about 90m in length. It does not have any bridge bearings. The pier width was made small (3.0m) in comparison to conventional bridges in order to reduce damage due to creep, shrinkage, etc. This however produces very large tensile stresses in the concrete, which might make it vulnerable to earthquakes. In order to ascertain the potential problems, the strength and deformation capacities of the bridge piers were calculated using elasto-plastic analyses. The results of these analyses, some of which are summarized in this paper, indicate that the design provided ample allowance for any extra stresses due to earthquakes. The French title for this article is: Projet et construction du pont de Shinkawaotogawa. The German title for this article is: Entwurf und Bau der Shinkawaotogawa-Brucke. For the covering abstract of the conference see IRRD 851274." @default.
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- W610195632 date "1991-01-01" @default.
- W610195632 modified "2023-09-26" @default.
- W610195632 title "DESIGN AND CONSTRUCTION OF SHINKAWAOTOGAWA BRIDGE" @default.
- W610195632 doi "https://doi.org/10.5169/seals-49319" @default.
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