The Wave-Load Analysis of the Offshore Wind Power Installation Vessel Based on Frequency-Domain Methods

Article Preview

Abstract:

The wave force spectrum expressed in terms of Morison's equation was deduced by ocean wave theory and spectral analysis theory, and the spectral analysis of wave force were analyzed with the finite element method which was applied to the leg of the offshore wind power installation vessel, the natural frequencies and the vibration model were accomplished with boundary conditions. The dynamic response of the leg were studied in different conditions, it can be concluded that the wave force of the leg is only related with geometric shape and working depth of truss legs.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 189-193)

Pages:

1804-1808

Citation:

Online since:

February 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Li Runpei, Wang Zhinong. The Strength Analysis of Offshore Platform[M]. Shanghai Jiaotong University Press, (1992).

Google Scholar

[2] Huang Xianglu, Lu Xinlen. Hydromechanics And the structural dynamic response of Ocean Engineering [M]. Shanghai Jiaotong University Press, (1992).

Google Scholar

[3] M.J. Cassidy, R. Eatock Taylor, G.T. Houlsby. Analysis of jack-up units using a Constrained NewWave methodology. [J]. Applied Ocean Research, (2001).

DOI: 10.1016/s0141-1187(01)00005-0

Google Scholar

[4] Tang Jing. Dynamic load amortizing and strength analysis of leg of Wind farm installation vessel [D]. Shanghai Jiao Tong University, (2009).

Google Scholar

[5] Shang Xiaojiang, Qiu Feng. Advanced analysis methods and examples of ansys finite element[M]. China Water Power Press, (2006).

Google Scholar

[6] E.J. Greeves, B.H. Jukui, P.G.F. Sliggers. Evaluating Jack-Up Dynamic Response Using Frequency Domain Methods and the Inertial Load Set Technique. [J]. Marine Structures, (1995).

DOI: 10.1016/0951-8339(95)00006-r

Google Scholar