Numerical Study on the Lateral Load Response of Offshore Monopile Foundations in Clay: Effect of Slenderness Ratio

To meet growing energy demands, offshore wind turbines (OWTs) with higher energy outputs are being developed, presenting increased challenges for their foundation design. Over the past decade, extensive research on the design optimization of OWT support structures has significantly reduced the antic...

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Hlavní autoři:	Ali Khezri, Hongbae Park, Daeyong Lee
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2024-09-01
Edice:	Applied Sciences
Témata:	monopiles offshore foundations lateral loading p–y curves
On-line přístup:	https://www.mdpi.com/2076-3417/14/18/8366
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