海底地層の影響を考慮した海洋構造物の横振動　（第４報）　　固定型４脚構造物の波浪による過渡横振動の解析

• 菅 勝重

  正会員　工博　秋田大学助教授　地域共同研究センター

• 佐藤 宏

  巴電機工業（株）

• 麻生 和夫

  正会員　工博　秋田大学教授　工学資源学部機械工学科

書誌事項

タイトル別名

• Analysis of lateral vibration of an offshore structure with consideration of the effect of seabed layer. (4th Report). Analysis on Wave-Induced Transient Lateral Vibration of Four-leg Structure Supported by Seabed Layer.
• 固定型4脚構造物の波浪による過渡横振動の解析--海底地層の影響を考慮した海洋構造物の横振動(第4報)
• コテイケイ 4 キャク コウゾウブツ ノ ハロウ ニヨル カト ヨコ シンドウ

抄録

When analyzing the lateral vibration of an offshore structure supported by seabed layer, the effect of this layer must be taken into consideration. In the third report, a method has been proposed for reducing a four-leg offshore structure supported by seabed layer to a one-leg structure, and its natural frequency of lateral vibration has been analyzed theoretically. Furthermore, the validity of this method has been clarified by the model experiment. In this paper, the wave-induced resonance amplitude as well as bending stress in the leg of the offshore structure were analyzed theoretically and simulated numerically. The main results obtained are as follows : (1) With respect to the off-shore structure considered in this study, the first resonance of lateral vibration could be induced in it by practical wave-excitations. Once the resonance occurs, the leg's amplitude of the structure will increase almost linearly as the time elapses. (2) The maximum bending stress caused by the first-mode of lateral vibration always occurs at the top of the leg. (3) As soon as the vibration is fallen into the resonant state, the maximum bending stress in the leg increases almost linearly with the time, and then reaches the yield strength of the leg material in about 50 seconds, causing the failure of the structure. (4) Based upon the above results, the criteria for designing offshore structures are proposed from the viewpoint of evading the resonance phenomena caused by surface waves.

収録刊行物

• 資源と素材

  資源と素材 114 (6), 410-414, 1998

  一般社団法人 資源・素材学会

キーワード

• Multi-leg Offshore Structure
• Reduction to One-leg Structure
• Support by Seabed Layer
• Wave Excitation
• Transient Vibration
• Design Criteria

詳細情報

• CRID: 1390001206017234304
• NII論文ID: 10002467591
• NII書誌ID: AN10062646
• DOI: 10.2473/shigentosozai.114.410
• ISSN: 18806244
• ISSN: 09161740
• NDL書誌ID: 4512271
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4512271
• 本文言語コード: ja
• データソース種別:
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  • NDL
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• 抄録ライセンスフラグ: 使用不可