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Surrogate Model Based Approximate Optimization of Passive Type Deck Support Frame for Offshore Plant Float-over Installation

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Academic year: 2021

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Fig. 1  Topside mating procedure via float-over installation with  passive type DSF
Fig. 2  Load and boundary conditions for structure analysis of DSF
Table 3  Structure analysis results of passive type DSF
Fig. 5 shows the design variables and their range for the structural  design optimization of the passive-type DSF considered in this study.
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