Results 111 to 120 of about 6,943 (250)
Re-parameterization of equilibrium scour depths and time scales for monopiles
B. E. Larsen, D. Fuhrman
semanticscholar +1 more source
Centrifuge modelling of screw piles for offshore wind energy foundations [PDF]
Screw piles (helical piles) can provide a viable, cost-effective and low-noise installation alternative to increasing the size of existing foundation solutions (e.g.
Al-Baghdadi, T. +16 more
core +19 more sources
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
Offshore monopile foundations endure complex loads during service. They bear vertical loads from the superstructure’s self-weight and lateral cyclic loads (e.g., wind, waves), while near-coastal seabeds are usually sloped.
Yongqing Lai +5 more
doaj +1 more source
Feasibility of ice sheet conservation using seabed anchored curtains. [PDF]
Keefer B, Wolovick M, Moore JC.
europepmc +1 more source
Study the placement of wind turbines on floating platforms [PDF]
The need to generate electricity seeking an alternative to nuclear energy is required to develop new energy systems. For this, one of the most ambition plans to occupy the open ground that we have in the sea, to implement new technologies to generate ...
Sanz Ruzafa, Elena
core +1 more source
Strength Analysis of a Large-Size Supporting Structure for an Offshore Wind Turbine
The offshore wind power industry is the branch of electric energy production from renewable sources which is most intensively developed in EU countries.
Niklas Karol
doaj +1 more source
Wave Loads on Monopile Structures
This article compares different approaches to determine the design forces and moments for the ultimate limit state for monopile structures for offshore wind turbines. The principles of the different approaches are explained. Four different methods, i.e.
Vorhoelter, Hendrik +3 more
openaire +1 more source
Evaluating screw-shaft pile composite foundations in round Gravelly soil: A study using model tests and numerical simulations. [PDF]
Yang T, Zheng W, Xie Y, Zhang H, Yue X.
europepmc +1 more source
Buckling Instability of Monopiles in Liquefied Soil via Structural Reliability Assessment Framework
During devastating earthquakes, soil liquefaction has disastrous outcomes on bridge foundations, as mentioned in books and published research. To avoid foundation failure when the surrounding soil is fully liquefied, a bridge’s pile foundation design ...
Brian Bachinilla +4 more
doaj +1 more source

