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         5   CONCLUSIONS

         The paper presents rational design criteria based on short and long-term wave statistics. This allows to
         model  realistic  environmental  conditions.  The automated  hull  optimization  based  on these  criteria
         successfully combines advanced  analysis  tools,  numerical  optimization  methods  and an automated.
         parameter controlled shape generation. The improvements in motion behavior of the designs are due to
         the precise adaption of important system parameters like added mass, damping by wave radiation. and
         exciting  fvrces with  respect  lo environmental  conditions.  Although  the  results  are based  on linear
         theory  and  obviously  neglect  higher  order  effects, the  method  is  unmatched  when  comparing  and
         optimizing designs. In summary, automated hydrodynamic hull optimization provides an efficient tool
         for the improvement of existing and the development of new system concepts in short time.


         Acknowledgements

         This work has been funded by the German Science Foundation (DFG).
         References
         Barltrop N. and Adams A. (1 99 1). Dynamics of Fixed Marine Structures. Butterworth- Heinemann Ltd.
         Oxford. 3 rd edition.
         Birk  L. (I 998). Hydrodynamic shape optimization of offshore structures. PhD rhesis. Technische Univenit at Berlin
         (D83). Germany.
         Birk  L.  and  Harries  S.  (2000).  Automated  optimization  ---  A  complementing  technique  for  the
         hydrodynamic design of ships and oshore structures. In  I"' Int. ConJ  on Computer Applications and
         Infbrmuiion Technology in the Maritime Industries (COMPIT).  Potsdam, Germany.
         Clauss G. and Birk L. (1996). Hydrodynamic shape optimization of large offshore structures. Applied
         Ocean Research. 18:4  157-171.
         Hilleary R. (1 966). The Tangent Search Method of constrained minimization. Tech.Rep./Res. Paper 59,
         United States Naval Postgraduate School, Monterey.
         Hogben N. and Lumb F. (1967). Ocean Wave Statistics. Her Majesty's Stationery Office, London.
         Huang L.  (1999). Anwendung von Freiformflachen beim  arameter-gesteuerten Entwurf von Oshore-
         Plattformen. PhD thesis, Technische Universit at Berlin (D83), Germany. (In German).
         Newland D. (1975). Random Mbration andspectral Analysis. Longman Inc., New York.
         Newman J. and clavounos P. (1988). The computation of wave loads on large offshore structures. Proc.
         of'BOSS Con{. pages 05.622, Trondheim, Norway.
         St. Denis M. and Pierson W. (1953). On the motions of ships in confused seas. Transactions. SNAME. 61.
         van Rossum G. (2000). Python Reference Manual. Version 2. BeOpen PythonLabs.
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