構造工学論文集 A
Online ISSN : 1881-820X
橋梁耐震
岩手県北部の橋梁へ作用する津波の挙動特性の分析
中城 拓也幸左 賢二佐藤 崇
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キーワード: 津波, 段波, 画像解析, 数値解析
ジャーナル フリー

2017 年 63A 巻 p. 363-372

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When tsunami damaged the coastal structures of Kuki fishing port, the 1/4 wave length, 1/4 wave period and wave height was 30m, 2sec and 7m, respectively. Besides, based on the video analysis, it is noted that bore wave occurred near Hironai Bridge. Both of its horizontal acting force and vertical acting force were more than twice of the girder resistance force of Hironai Bridge, which coincided with the damage situation.
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© 2017 公益社団法人 土木学会
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