Results 1 to 10 of about 604 (187)

Numerical Simulation and Tests of Lateral Bearing Capacity of Sloped Offshore Monopile Under Vertical Load and Lateral Cyclic Load

Journal of Marine Science and Engineering
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, Gen Xiong, Ben He, Yilong Sun, Lin Guo, Kaiyuan Liu   +5 more
doaj   +1 more source

Vertical compressive bearing performance and optimization design method of large-diameter manually-excavated rock-socketed cast-in-place piles. [PDF]

Sci Rep, 2023
Zhao X, Yan N, Bai X, Sang S, Chen X, Zhang Y, Zhang M.   +6 more
europepmc   +1 more source

Low-voltage ride-through capability in a DFIG using FO-PID and RCO techniques under symmetrical and asymmetrical faults. [PDF]

Sci Rep, 2023
Sabzevari K, Khosravi N, Abdelghany MB, Belkhier Y, Tostado-Véliz M, Kotb H, Govender S.   +6 more
europepmc   +1 more source

Seasonally dynamic ecosystems within offshore wind power monopile foundations support microbially influenced corrosion. [PDF]

Front Microbiol
Adam-Beyer N, Skottke C, Schmidt M, Solterbeck CH, Wyler E, Landthaler M, Schloesser J, Perner M.   +7 more
europepmc   +1 more source

Turbulence drives seabed modification by offshore windfarms. [PDF]

Nat Commun
Unsworth CA, McCarron CJ, Whitehouse RJS, Benson TDG, Barranco I, Clare MA, Waggitt JJ, Skein L, Huvenne VAI, Austin MJ, Van Landeghem KJJ.   +10 more
europepmc   +1 more source

Wave energy converters as offshore wind farm guardians: a pathway to resilient ocean systems. [PDF]

Sci Rep
Vitale O, Haji MN.
europepmc   +1 more source

Dataset for centrifuge modelling of laterally monotonic loaded monopiles in saturated dense sand. [PDF]

Data Brief, 2022
Li ZS, Blanc M, Thorel L.
europepmc   +1 more source

Evolutionary-based framework for practical prediction of offshore wind turbine natural frequency considering soil-structure interaction. [PDF]

Sci Rep
Abbasi S, Pirouz M, Masoodi AR.
europepmc   +1 more source

Analysis of horizontal dynamic response of single pile under vertical load-Rayleigh wave combined action. [PDF]

PLoS One
Zhao S, Zhang X, Yan H, Ma R, Meng F, Wang Z.   +5 more
europepmc   +1 more source

Data-driven 1D design model for monotonic lateral loading of monopile foundations. [PDF]

MethodsX
Kamas I, Suryasentana SK, Burd HJ, Byrne BW.   +3 more
europepmc   +1 more source