Prediction of wave loads and motions of floating marine structures by three-dimensional flow theory

Thesis (M.Eng.)--Memorial University of Newfoundland, 1984. Engineering and Applied Science Bibliography: leaves 40-41. The three-dimensional singularity distribution or boundary integral method has been demonstrated by many investigators to be the most versatile and reliable technique for the calcu...

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Bibliographic Details
Main Author: Sen, Debabrata, 1955-
Other Authors: Memorial University of Newfoundland. Faculty of Engineering and Applied Science
Format: Thesis
Language:English
Published: 1983
Subjects:
Online Access:http://collections.mun.ca/cdm/ref/collection/theses2/id/214381
Description
Summary:Thesis (M.Eng.)--Memorial University of Newfoundland, 1984. Engineering and Applied Science Bibliography: leaves 40-41. The three-dimensional singularity distribution or boundary integral method has been demonstrated by many investigators to be the most versatile and reliable technique for the calculation of harmonic oscillation of a truly three-dimensional floating marine structure in potential flow field. -- In the present work, a numerical scheme is presented and a computer program has been developed based on the three-dimensional singularity distribution theory. The program calculates the first order wave exciting forces and moments, hydrodynamic co-efficients and motion responses in six degrees of freedom of any floating marine structure of arbitrary geometry for different angles of heading. Calculations are performed for a floating rectangular box, a vertical circular cylinder and a 130,000 ton dwt tanker. The results are compared with available published results based on the same theoretical model. In general, a good agreement is found between the results. -- To demonstrate the versatility and effectiveness of the program, calculations are also performed for a semi-submersible and the results are presented.