2016
DOI: 10.1016/j.oceaneng.2016.03.035
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Two-stage local optimization of lattice type support structures for offshore wind turbines

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Cited by 17 publications
(11 citation statements)
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“…As jackets gained in popularity, different gradient‐free methods have also been applied in the design thereof . A different approach to efficient optimization is shown in Schafhirt et al By using a two‐stage approach where the optimization of tube geometry and stress concentration factors (SCFs) are assumed independent of the structural analysis, the computational effort needed in the jacket optimization is greatly reduced.…”
Section: Introductionmentioning
confidence: 99%
“…As jackets gained in popularity, different gradient‐free methods have also been applied in the design thereof . A different approach to efficient optimization is shown in Schafhirt et al By using a two‐stage approach where the optimization of tube geometry and stress concentration factors (SCFs) are assumed independent of the structural analysis, the computational effort needed in the jacket optimization is greatly reduced.…”
Section: Introductionmentioning
confidence: 99%
“…A comprehensive study of optimization with fatigue constraints is given in Oest. 15 Similar to the recent works, 6,7,13 this paper deals with gradient-based optimization of jackets under both ultimate and fatigue limit state constraints. However, since the methodology presented in this paper is based on a static analysis model instead of a quasi-static or dynamic, there are some important differences.…”
Section: Introductionmentioning
confidence: 94%
“…The most accurate analysis model is coupled aero‐servo‐hydro‐elastic simulations, run in the time domain for multiple hours. This approach was used for gradient‐free optimization in Schafhirt et al A common, but less accurate, approach is to use a decoupled model, where the rotor loads are extracted from an aero‐servo‐elastic software and subsequently applied to the structure. This approach was used for gradient‐based optimization in Oest et al for a quasi‐static analysis and in Chew et al for a dynamic analysis.…”
Section: Introductionmentioning
confidence: 99%
“…В зарубежной практике изучением работы башенных сооружение занимались следующие ученые: A. Khokakaki [13], а также ряд других ученых по всему миру [14][15][16][17][18][19].…”
Section: обзор опыта проектирования башен сотовой связиunclassified