Extreme structural responses by nonlinear system identification for fixed offshore platforms
Offshore structures are exposed to random wave loading in the ocean environment. The response is commonly non-Gaussian due to the nonlinearity of the drag component of Morison's wave loading and also the load intermittency on members in the splash zone. The previous study shows that the develop...
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Main Authors: | , , |
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Format: | Article |
Published: |
Taylor & Francis Group
2018
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Online Access: | http://eprints.utm.my/id/eprint/84260/ https://doi.org/10.1080/17445302.2018.1443377 |
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Institution: | Universiti Teknologi Malaysia |
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