Results 61 to 70 of about 285 (179)
Real‐Time Parameters Back Analysis for High‐Fidelity Modeling of Wind Turbine Foundations
The strong time‐varying nature of wind loads presents a major challenge for real‐time risk management of wind turbine foundations. To address this, an Animated Oat Optimization (AOO)‐LightGBM‐Abaqus method was proposed for real‐time modeling of a wind turbine foundation under dynamic wind loading.
Kai Ye +6 more
wiley +1 more source
The design of monopile foundations for offshore wind farms, the estimate of wave loads, and the effect of the structures on the environment usually consider one single vertical cylinder.
Laura Aguilera +2 more
doaj +1 more source
Smart Wind Resource Assessment Using Big Data: Architecture, Tools, and Future Directions
As the global demand for renewable energy accelerates, wind power has emerged as a vibrant contributor to sustainable energy generation. Accurate and efficient wind resource assessment is critical for optimizing site selection, turbine performance, and overall energy output.
R. Krishnamoorthy +6 more
wiley +1 more source
Optimization of monopile offshore wind structures [PDF]
ABSTRACT: As industrialization is essential for large-scale offshore wind deployment, a computerized methodology to optimize the scantling of monopile steel structures has been developed using a genetic alg rithm. The objective functions of this tool are minimization of the structure weight and production costs.
Thiry, Arnaud +4 more
openaire +2 more sources
Onshore, fixed‐bottom offshore, and floating offshore wind turbines (FOWTs) represent distinct technological pathways for large‐scale wind energy deployment, yet comparative assessments often emphasize descriptive characteristics rather than quantified performance trade‐offs.
Mohsin Ali Koondhar +7 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
The upscaling of wind turbines to ultra‐large capacities, such as 15 MW, introduces important structural control challenges because the tower natural frequency may interact with the dominant blade‐passing (3P) frequency, reducing the effectiveness of conventional passive tuned mass dampers (TMDs) under detuned operating conditions.
Qi Wang +6 more
wiley +1 more source
State‐of‐the‐Art Review of Vibration‐Based Health Monitoring of Piles
Vibration‐based health monitoring (VHM) has emerged as a promising technique for assessing the integrity of deep foundations by interpreting variations in dynamic response governed by soil–pile interaction. This review presents the theoretical background of foundation failure mechanisms, sensing technologies, and numerical approaches that underpin VHM ...
Sukanta Das +5 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
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

