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  • thesefor each of the time histories considered. conditions are not met, including areas such as the portal frame between the jacket and the deck, the structural compo- Earthquake loading should be combined with other simul- nents should be designed to meet the requirements of Sectiontaneous loadings such as gravity, buoyancy, and hydrostatic 2.3.6c4 using twice the strength level seismic loads.pre
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