Extreme wave and wind response predictions

Ocean Engineering - Tập 38 - Trang 2244-2253 - 2011
J. Juncher Jensen1, Anders S. Olsen2, Alaa E. Mansour3
1Department of Mechanical Engineering, Technical University of Denmark, Denmark
2Siemens Wind Power A/S, Denmark
3Mechanical Engineering Department, University of California, Berkeley, USA

Tài liệu tham khảo

Det Norske Veritas, 2002. Proban Theory, General Purpose Probabilistic Analysis Program, Version 4.4.

Ditlevsen, 1994, Model-correction-factor method in structural reliability, J. Eng. Mech., 120, 1, 10.1061/(ASCE)0733-9399(1994)120:1(1)

Garrè, 2010, Tail-equivalent linearization method in frequency domain and application to marine structures, Mar. Struct., 23, 322, 10.1016/j.marstruc.2010.07.006

Hansen, 2008

IEC 61400-1, 2005. Wind turbines—Part 1: Design Requirements. International Standard, third edition.

Jensen, 2007, Efficient estimation of extreme non-linear roll motions using the first-order reliability method (FORM), J. Mar. Sci. Technol., 12, 191, 10.1007/s00773-007-0243-z

Jensen, 2011, Extreme value predictions using Monte Carlo simulations with artificially increased load spectrum, Probab. Eng. Mech., 26, 399, 10.1016/j.probengmech.2010.09.001

Naess, 2007, Efficient estimation of extreme response of drag-dominated offshore structures by Monte Carlo simulation, Ocean Eng., 34, 2188, 10.1016/j.oceaneng.2007.03.006

Perdrizet, T., Averbuch, D., 2011. Short and long term extreme analysis applied to floating wind turbine design. In: Proceedings of the ASME 30th International OMAE Conference, Rotterdam, The Netherlands, June 2011.

Vanmarcke, 1975, On the distribution of the first-passage time for normal stationary random processes, J. Appl. Mech., 42, 215, 10.1115/1.3423521