Nonlinear Analysis of Stochastic Heave Motion for Truss Spar

Article Preview

Abstract:

Applying the Path Integral Solution Method, the stochastic heave motion of Truss Spar platform was studied in this paper. Taking a platform for example, probability density function of stochastic heave motion amplitude was calculated under the conditions of different wave excitations. The results show that, the changing process of probability density function in the time domain has an obvious periodicity. As the increasing of external excitation, the heave motion amplitude and speed both increases. Meanwhile, as the increasing of excitation amplitude, the probability density function of heave motion has a more pronounced periodicity.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

531-536

Citation:

Online since:

April 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] He Chenghui, Chen Wenliang. Ship rolling motion under random parametric excitations[J], Shipbuilding of China, 1987, 1: 36-45.

Google Scholar

[2] M. Luo W.Q. Zhu. Nonlinear stochastic optimal control of offshore platforms under wave loading[J], Journal of Sound and Vibration , 2006, 296: 734-745.

DOI: 10.1016/j.jsv.2006.01.071

Google Scholar

[3] A.K. Banik, T.K. Datta. Stochastic Response and Stability Analysis of Single Leg Articulated Tower, Proceedings of the ASME 22th International Conference on Ocean, Offshore and Arctic Engineering, Cancun, Mexico 2003. 06.

DOI: 10.1115/omae2003-37032

Google Scholar

[4] A.K. Banik, T.K. Datta. Stochastic Response and Stability Analysis of Two-Point Mooring System, Proceedings of the ASME 30th International Conference on Ocean, Offshore and Arctic Engineering, Rotterdam, the Netherlands 2011. 06.

DOI: 10.1115/omae2011-49714

Google Scholar

[5] V.J. Kurian, B.S. Wong, O.A.A. Montasir. Frequency domain analysis of truss spar platform [C], International Conference on Construction and Building Technology, 2008, 235-244.

Google Scholar

[6] Li Binbin, Ou Jinping. Heave response analysis of Truss Spar in frequency domain[J], The Ocean Engineering,2009,1(27): 8-16.

Google Scholar