Offshore wind turbine fatigue loads: The influence of alternative wave modeling for different turbulent and mean winds E Marino, A Giusti, L Manuel Renewable Energy 102, 157-169, 2017 | 96 | 2017 |
Locking-free isogeometric collocation formulation for three-dimensional geometrically exact shear-deformable beams with arbitrary initial curvature E Marino Computer Methods in Applied Mechanics and Engineering 324, 546-572, 2017 | 83 | 2017 |
Isogeometric collocation for three-dimensional geometrically exact shear-deformable beams E Marino Computer Methods in Applied Mechanics and Engineering 307, 383-410, 2016 | 70 | 2016 |
A fully nonlinear wave model to account for breaking wave impact loads on offshore wind turbines E Marino, C Borri, U Peil Journal of Wind Engineering and Industrial Aerodynamics 99 (4), 483-490, 2011 | 66 | 2011 |
Isogeometric collocation for the Reissner–Mindlin shell problem J Kiendl, E Marino, L De Lorenzis Computer Methods in Applied Mechanics and Engineering 325, 645-665, 2017 | 60 | 2017 |
Platform and mooring system optimization of a 10 MW semisubmersible offshore wind turbine G Ferri, E Marino, N Bruschi, C Borri Renewable Energy 182, 1152-1170, 2022 | 55 | 2022 |
A novel numerical strategy for the simulation of irregular nonlinear waves and their effects on the dynamic response of offshore wind turbines E Marino, C Lugni, C Borri Computer Methods in Applied Mechanics and Engineering 255, 275-288, 2013 | 54 | 2013 |
The role of the nonlinear wave kinematics on the global responses of an OWT in parked and operating conditions E Marino, C Lugni, C Borri Journal of Wind Engineering and Industrial Aerodynamics 123, 363-376, 2013 | 45 | 2013 |
Explicit isogeometric collocation for the dynamics of three-dimensional beams undergoing finite motions E Marino, J Kiendl, L De Lorenzis Computer Methods in Applied Mechanics and Engineering 343, 530-549, 2019 | 42 | 2019 |
Isogeometric collocation for implicit dynamics of three-dimensional beams undergoing finite motions E Marino, J Kiendl, L De Lorenzis Computer Methods in Applied Mechanics and Engineering 356, 548-570, 2019 | 37 | 2019 |
Automated identification of linear viscoelastic constitutive laws with EUCLID E Marino, M Flaschel, S Kumar, L De Lorenzis Mechanics of Materials 181, 104643, 2023 | 28 | 2023 |
Optimal dimensions of a semisubmersible floating platform for a 10 MW wind turbine G Ferri, E Marino, C Borri Energies 13 (12), 3092, 2020 | 27 | 2020 |
Influence of wind–waves energy transfer on the impulsive hydrodynamic loads acting on offshore wind turbines E Marino, C Borri, C Lugni Journal of Wind Engineering and Industrial Aerodynamics 99 (6-7), 767-775, 2011 | 27 | 2011 |
Two shape parametrizations for structural optimization of triangular shells E Marino, L Salvatori, M Orlando, C Borri Computers & Structures 166, 1-10, 2016 | 26 | 2016 |
Site-specific optimizations of a 10 MW floating offshore wind turbine for the Mediterranean Sea G Ferri, E Marino Renewable Energy 202, 921-941, 2023 | 25 | 2023 |
Influence of clumps-weighted moorings on a spar buoy offshore wind turbine N Bruschi, G Ferri, E Marino, C Borri Energies 13 (23), 6407, 2020 | 25 | 2020 |
Irregular nonlinear wave simulation and associated loads on offshore wind turbines E Marino, H Nguyen, C Lugni, L Manuel, C Borri Journal of Offshore Mechanics and Arctic Engineering 137 (2), 021901, 2015 | 24 | 2015 |
An integrated nonlinear wind-waves model for offshore wind turbines E Marino Firenze University Press, 2011 | 21 | 2011 |
An improved isogeometric collocation formulation for spatial multi-patch shear-deformable beams with arbitrary initial curvature D Ignesti, G Ferri, F Auricchio, A Reali, E Marino Computer Methods in Applied Mechanics and Engineering 403, 115722, 2023 | 19 | 2023 |
Effects of parameterization and knot placement techniques on primal and mixed isogeometric collocation formulations of spatial shear-deformable beams with varying curvature and … E Marino, SF Hosseini, A Hashemian, A Reali Computers & Mathematics with Applications 80 (11), 2563-2585, 2020 | 19 | 2020 |