Abstract
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. A direct comparison has been made between the responses obtained for long-crested and short-crested sea waves. (A)
Original language | English |
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Journal | [No source information available] |
Publication status | Published - 1979 Jan 1 |
Externally published | Yes |
ASJC Scopus subject areas
- Engineering(all)