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- Sato Takshi
- 株式会社長大 福岡構造技術部
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- Kosa Kenji
- 九州工業大学 工学部建設社会工学科
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- Sasaki Tatsuo
- 大日本コンサルタント株式会社 技術統括部
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- Hamai Syotaro
- 九州工業大学 工学部建設社会工学科
Bibliographic Information
- Other Title
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- 橋台に作用する津波作用力に関する実験的検討
- キョウダイ ニ サヨウ スル ツナミ サヨウリョク ニ カンスル ジッケンテキ ケントウ
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Abstract
In this research, by using the long water channel, the authors created solitary wave and analyzed the wave force applying on abutment-girder model (both girder and abutment are made as model). As a result, it is found that the horizontal force on abutment can be evaluated by the wave pressures on the front surface area of abutment. Besides, it is also noted that the wave pressures on the front surface area of abutment is about half of that on vertical wall structure, because the solitary wave could pass through the abutment-girder model between the two abutments, which led to the rise of wave height at the front surface of abutment became smaller compared with that at the front surface of vertical wall structure.
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 61A (0), 235-245, 2015
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282680259900544
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- NII Article ID
- 130005439120
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- NII Book ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL BIB ID
- 026312609
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed