Results 61 to 70 of about 276 (178)
Modal Identification Method of Offshore Wind Turbine Tower Based on SSI and FSDPC
The structural health monitoring of offshore wind turbine towers is critical for ensuring their operational integrity. The condition of the tower structure is characterized by its modal parameters, which serve as effective health indicators. These parameters are identified through modal identification techniques.
Lele Li +5 more
wiley +1 more source
Wind and wave actions that vary in amplitude, frequency and direction cause irregular cyclic loading on monopiles supporting offshore wind turbines (OWTs), resulting in cumulative deformation.
Iwinosa O. Aghedo, Mohamed Rouainia
doaj +1 more source
ABSTRACT This study analyzes cost overruns in 80 wind power projects, focusing on the impact of configuration types and their interaction effects with other project characteristics. Using multiple regression analyses, including interaction terms and segmented regression, we investigate four key aspects of cost overruns in wind power projects. First, we
Hanee Ryu, Benjamin K. Sovacool
wiley +1 more source
ABSTRACT Conventional steel towers face challenges such as insufficient stiffness and structural instability, making them increasingly unsuitable for supporting large multi‐megawatt wind turbines. This study investigates the dynamic performance of concrete‐filled double‐skin steel tubular (CFDST) wind turbine towers as a novel structural member ...
Xiaogang Jia +3 more
wiley +1 more source
Numerical analysis of offshore monopile foundations in layered clay
Monopiles are often embedded in layered soil profiles, where stratification significantly influences their lateral load response. However, much of the existing literature and proposed methodologies predominately focus on uniform soil profiles which is ...
Ali Khezri, Hongbae Park, Daeyong Lee
doaj +1 more source
Prediction of the Behaviour of Monopiles Under Drained Two‐Way Cyclic Lateral Loading in Sand
ABSTRACT The monopile is considered as one of the preferred geotechnical foundations for the offshore wind energy converter; therefore, its cyclic behaviour is one of the major concerns in the design. In the current design approaches, the prediction of two‐way cyclic behaviour mainly depends on empirical equations, in which the specific site conditions
Shuhan Cao +2 more
wiley +1 more source
Self-weight Penetration Prediction Methods for Large Diameter Monopiles in Offshore Wind Farm
[Introduction] Large diameter monopile is the most common used foundation in offshore wind projects. The Self Weight Penetration (SWP) usually takes up a large component of total penetration.
CUI Yongzhong +3 more
doaj +1 more source
Creating a Real‐Time Capable Surrogate Model of a Wind Turbine Using Machine Learning
ABSTRACT Multibody simulation (MBS) is an established method for modeling wind turbines for purposes such as load calculation. While capable of modeling wind turbines at high levels of detail, large MBS models can be computationally expensive. This makes deployment for real‐time critical use cases like digital twins difficult.
Stefan Witter +3 more
wiley +1 more source
The continued upscaling of offshore wind turbines (OWTs) necessitates the development of foundation systems capable of sustaining increased lateral loads.
Yazeed A. Alsharedah
doaj +1 more source
Investigating the effect of driven length and diameter of monopile on seismic performance of offshore wind turbines through Physical Modeling [PDF]
Global warming and its following environmental problems have led to increased attention to the use of renewable energy sources in most countries worldwide, and wind energy has emerged as a significant contributor.
A.R. Bateni, M. Moradi
doaj +1 more source

