抄録
The responses of an offshore tower due to short-crested and long-crested ocean waves are investigated. A time-domain analysis is performed utilizing the recently developed method of generating sample functions of random processes. Numerical results include time histories of the water particle velocity and acceleration for ocean waves generated by mean wind velocity of 33 ft/sec (10 m/s) and 66 ft/sec (20 m/s) and also time histories of the tower response due to long-crested and short-crested seas. A direct comparison has been made between the responses obtained for long-crested and short-crested sea waves.
本文言語 | English |
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ページ(範囲) | 270-275 |
ページ数 | 6 |
ジャーナル | Journal of Energy Resources Technology, Transactions of the ASME |
巻 | 101 |
号 | 4 |
DOI | |
出版ステータス | Published - 1979 12月 |
外部発表 | はい |
ASJC Scopus subject areas
- 再生可能エネルギー、持続可能性、環境
- 燃料技術
- エネルギー工学および電力技術
- 機械工学
- 地球化学および岩石学