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Design and construction of Shin-Katsuragawa railway bridge. Long-span bridge on tall piers
Super-structures of bridge consist of 3-spanned continuous (70 m plus 130 m plus 70 m) and six box-section composite girders, each of which is 40 m long; substructures comprise eight piers, tallest of which is 41 m in height; piers are of steel-framed reinforced concrete with rectangular cross-sections except for one which has no steel-frame reinforcement; planning, design, and construction of bridge are summarized. (35982)
Design and construction of Shin-Katsuragawa railway bridge. Long-span bridge on tall piers
Super-structures of bridge consist of 3-spanned continuous (70 m plus 130 m plus 70 m) and six box-section composite girders, each of which is 40 m long; substructures comprise eight piers, tallest of which is 41 m in height; piers are of steel-framed reinforced concrete with rectangular cross-sections except for one which has no steel-frame reinforcement; planning, design, and construction of bridge are summarized. (35982)
Design and construction of Shin-Katsuragawa railway bridge. Long-span bridge on tall piers
J Jap Soc Civ Eng
Nishiki, T. (Autor:in) / Miyashita, K. (Autor:in)
1969
9 pages
Aufsatz (Zeitschrift)
Japanisch
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