Advances in Marine Structures 2011
DOI: 10.1201/b10771-77
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Optimization of monopile offshore wind structures

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Cited by 12 publications
(11 citation statements)
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“…They optimized an onshore monopile subjected to several buckling constraints by varying the average thickness of the shells, the amount of ring-stiffeners, and the dimensions of the ring-stiffeners using a zeroth order search algorithm. [2] used a genetic algorithm to optimize an offshore monopile tower, achieving reduction of mass by increasing the material grade and varying different structural parameters while enforcing both FLS, ULS and frequency constraints. In their fatigue assessment they calculated damage caused by wind and wave loads uncoupled.…”
Section: Introductionmentioning
confidence: 99%
“…They optimized an onshore monopile subjected to several buckling constraints by varying the average thickness of the shells, the amount of ring-stiffeners, and the dimensions of the ring-stiffeners using a zeroth order search algorithm. [2] used a genetic algorithm to optimize an offshore monopile tower, achieving reduction of mass by increasing the material grade and varying different structural parameters while enforcing both FLS, ULS and frequency constraints. In their fatigue assessment they calculated damage caused by wind and wave loads uncoupled.…”
Section: Introductionmentioning
confidence: 99%
“…Mass is optimized using gradient based optimization algorithm. Thiry et al [2011] used a genetic algorithm to minimize the structural weight of a wind turbine support structure for an offshore application. Haghi et al [2012] used a similar approach, but instead of using a genetic algorithm he used gradient-based optimization.…”
Section: Tower Design Studiesmentioning
confidence: 99%
“…Previous studies show the advantages of the integrated design with either limited design constraints or disciplines [4,5,6,7,8,9,10,11]. The work presented herein addresses some of the shortcomings of the previous works by developing an integrated design method with all the relevant disciplines (structure, aerodynamics, hydrodynamics and soil mechanics) and design constraints (buckling, fatigue damage and natural frequency) involved.…”
Section: Introductionmentioning
confidence: 99%