Results 81 to 90 of about 2,863 (219)
Severe foundation scour may occur around monopile foundations of offshore wind turbines due to currents and waves. The so-called p-y curves method is suggested in the existing design recommendations to determine the behavior of monopiles unprotected ...
Wei-Chen Tseng +2 more
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
Monopile foundations are the most widely used offshore wind turbine foundations. The experiments were conducted to investigate the influencing factors of local scour around the monopile under the action of wave–current–vibration.
Li Shi +4 more
doaj +1 more source
Accumulative displacement of long-term cyclic laterally loaded monopiles with large diameter sand
The accumulative displacement of offshore wind power under long-term cyclic lateral loads from wind and wave loads attracts a lot of attention, for it may lead to the malfunction of a wind turbine.
ZHANG Chen-rong 1, 2, ZHU Zhi-qi 1, 2, 3, YU Feng 1, 2, WANG Bo-wei 4, HUANG Mao-song 1, 2
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 multi-pile structure is a common and reliable foundation form used in offshore wind turbines (such as jacket-type structures, etc.), which can withstand hydrodynamic loads dominated by waves and water flow, providing a stable operating environment ...
Yongqing Lai +7 more
doaj +1 more source
The Effect of Lateral Loading Parameters on Monopile Behavior Based on Physical Modeling
Monopiles are the most common type of foundation for offshore wind turbines (OWT). Monopiles have been used in more than 80% of the offshore wind turbines.
Mahdi Shahidikhah +2 more
doaj
IEA-15MW-RWT HAWC2-Monopile Response Database
The IEA-15MW-RWT-Monopile HAWC2 Response Database contains simulated aeroelastic response data for the IEA 15 MW Reference Wind Turbine with monopile foundation].
Isaac Farreras Alcover (17307848) +3 more
core +1 more source
Response statistics of monopile OWT to fully nonstationary seismic motion
The data shows the MATLAB file and the results in the numerical studies. The folder "MATLAB_2exponential" gives the computation of response EPS and mean square values of the monopile OWT under 2-exponential modulated Kanai-Tajimi seismic motion, by the ...
Hu, S (via Mendeley Data)
core +1 more source
Collar monopile foundation is a new type of offshore wind power foundation. This paper explores the horizontal bearing performance of collar monopile foundation in saturated cohesive soil through a combination of physical experiments and numerical ...
Zhuang Liu +4 more
doaj +1 more source

