STUDY ON INFLUENCE OF FOOTING WIDTH ON MOTION OF FLOATING CAISSON
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- NAKAMURA Tomoaki
- 東海国立大学機構名古屋大学大学院工学研究科土木工学専攻
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- NAGAYAMA Naoto
- 元名古屋大学工学部環境土木・建築学科
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- CHO Yonghwan
- 東海国立大学機構名古屋大学大学院工学研究科土木工学専攻
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- MIZUTANI Norimi
- 東海国立大学機構名古屋大学大学院工学研究科土木工学専攻
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- KURAHARA Yoshinosuke
- 東亜建設工業(株)技術研究開発センター
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- TAKEDA Masahide
- 東亜建設工業(株)技術研究開発センター
Bibliographic Information
- Other Title
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- 浮遊ケーソンの動揺に与えるフーチング幅の影響に関する研究
Abstract
<p> In order to reduce the motion of a floating caisson, the effectiveness of a footing was investigated in terms of its width. Free oscillation experiments showed that the natural period of the pitch and the nonlinear extinction coefficients of the heave and pitch increased with the relative footing width. Forced oscillation experiments showed that the amplitude of the heave became large when the wave period was the same as the natural period of the heave. Similarly, the amplitude of the pitch increased when the wave period was one or two times larger than the natural period of the pitch. These suggested that it is essential to determine footing width considering the findings of this study.</p>
Journal
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- Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
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Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering) 76 (2), I_366-I_371, 2020
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390567172577545216
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- NII Article ID
- 130007910245
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- ISSN
- 21854688
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed