Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Wystan Carswell"'
Autor:
Wystan Carswell, Damian R. Siebert
Publikováno v:
Geo-Congress 2022.
Autor:
Anthony Julian, Wystan Carswell
Publikováno v:
Geo-Extreme 2021.
Autor:
Wystan Carswell, Damian R. Siebert
Publikováno v:
IFCEE 2021.
Publikováno v:
Marine Structures. 83:103154
Autor:
Eric M. Hines, Sanjay R. Arwade, Kai Wei, Andrew T. Myers, Wystan Carswell, Casey M. Fontana, Spencer T. Hallowell, Chi Qiao, V. Valamanesh, Jerome F. Hajjar, Weichiang Pang, Prashant Rawal
Publikováno v:
Renewable Energy. 125:234-249
A barrier to the development of the offshore wind resource along the U.S. Atlantic coast is a lack of quantitative measures of the risk to offshore wind turbines (OWTs) from hurricanes. The research presented in this paper quantifies the risk of fail
Autor:
Damian R. Siebert, Wystan Carswell
Publikováno v:
Geo-Congress 2019.
Publikováno v:
Renewable Energy. 97:319-330
Offshore wind turbine (OWT) monopile foundations are subjected to cyclic loading from wind, waves, and operational loads from rotating blades. Lateral monopile capacity can be significantly affected by cyclic loading, causing failure at cyclic load a
Publikováno v:
Wind Engineering. 39:609-627
The prediction of ultimate and fatigue demands for the design of offshore wind turbines (OWTs) requires accurate simulation of the dynamic response of OWTs subject to time-varying wind and wave loads. The magnitude of damping in an OWT system signifi
Publikováno v:
Engineering Structures. 100:332-341
A monopile supporting an offshore wind turbine (OWT) is currently designed for both strength and stiffness. Regarding strength, the monopile is designed to have sufficient capacity to withstand demands under both 50-year operational conditions, when
Autor:
Jörgen Johansson, C. Madshus, Wystan Carswell, Andrew T. Myers, Finn Løvholt, Don J. DeGroot, Sanjay R. Arwade
Publikováno v:
Renewable Energy. 80:724-736
The contribution of foundation damping to offshore wind turbines (OWTs) is not well known, though researchers have back-calculated foundation damping from “rotor-stop” tests after estimating aerodynamic, hydrodynamic, and structural damping with