2018
DOI: 10.1016/j.apenergy.2017.10.107
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Feasibility study of offshore wind turbines with hybrid monopile foundation based on centrifuge modeling

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Cited by 93 publications
(27 citation statements)
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“…Located in such a dynamic and extremely powerful element as the sea is, foundations become one of the main elements of these projects, receiving over one-third of the total cost [29][30][31][32]. As they must support the wind turbines, absorbing all the forces and loads and providing a safe and stable base, defining the right typology of foundation can have a huge impact both on the economic and technical sides, becoming especially vital these last years as wind farms are being located further from the coast, and every element must be designed and optimized in detail, to avoid performance problems and reduce maintenance works.…”
Section: Typologies Of Foundationsmentioning
confidence: 99%
“…Located in such a dynamic and extremely powerful element as the sea is, foundations become one of the main elements of these projects, receiving over one-third of the total cost [29][30][31][32]. As they must support the wind turbines, absorbing all the forces and loads and providing a safe and stable base, defining the right typology of foundation can have a huge impact both on the economic and technical sides, becoming especially vital these last years as wind farms are being located further from the coast, and every element must be designed and optimized in detail, to avoid performance problems and reduce maintenance works.…”
Section: Typologies Of Foundationsmentioning
confidence: 99%
“…A circular cylinder in moderate water depth is selected as the second testing case for validation, since it is an essential component (e.g., buoyancy column of the floater) of the offshore renewable energy devices (see e.g. [55], [56] and [57]). Firstly, a grid test is performed to ensure the convergence of the numerical results.…”
Section: Case No2: a Floating Circular Cylindrical Columnmentioning
confidence: 99%
“…However, very few studies have been conducted on tripod foundations, which have different mechanisms compared to conventional foundations (i.e., monopile and monopods). In addition, design guidelines for tripod foundations have not been established [6][7][8][9][10].…”
Section: Introductionmentioning
confidence: 99%