Modelling lifetime performance of monopile foundations for offshore wind applications
This paper explores the application of a numerical method for modelling pseudo-random cyclic loading, at very large cycle numbers, to the design of offshore wind turbine foundations. The work expands the development of a novel constitutive modelling framework, HARM, described by Houlsby et al. (2017...
المؤلفون الرئيسيون: | Abadie, C, Beuckelaers, W, Byrne, B, Houlsby, GT, Burd, H, McAdam, R |
---|---|
التنسيق: | Journal article |
اللغة: | English |
منشور في: |
American Society of Civil Engineers
2023
|
مواد مشابهة
-
PISA design methods for offshore wind turbine monopiles
حسب: Byrne, B, وآخرون
منشور في: (2019) -
PISA design model for monopiles for offshore wind turbines: application to a marine sand
حسب: Burd, H, وآخرون
منشور في: (2019) -
PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till
حسب: Byrne, BW, وآخرون
منشور في: (2019) -
Monopile foundation stiffness estimation of an instrumented offshore wind turbine through model updating
حسب: McAdam, RA, وآخرون
منشور في: (2023) -
Cyclic loading response of monopile foundations in cohesionless soils
حسب: Abadie, C, وآخرون
منشور في: (2014)