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Keywords: dominant caseClose
Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-325
... at the same time and the same frequency, the modification factors for them are defined respectively. wave period structural response design wave load designer wave load mean wave height extreme response wave height wave condition dominant case inertia force skeleton model probability...
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