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possible conservatism built into the procedure and the resulting random uncertainties for the
relevant case.

5.6 REFERENCES

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API (1993/1997). ‘Recommended Practice for Planning, Designing and Constructing Fixed Offshore
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Existing Platform’, February 1997.
Barltrop, N.D.P and Adams, A.J. (1991) Dynamics of Fixed Marine Structures, Butterworth-
Heinemann, London.
Bea, R.G. and Young, C.N. (1993) ‘Loading and Capacity Effects on Platform Performance in
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Blazy, J.P. (1971) ‘Full scale tests and mathematical model’, Paper No. 1401 given at Offshore
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Brouwers, J.J. H. and Verbeek, P.H. J. (1983) ‘Expected fatigue damage and extreme response for
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Clauss, G., Lehmann, E. and Østergaard, C. (1991) Offshore Structures, Vol. 1, Springer-Verlag,
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Clough, R.W. and Penzien, J. (1993) Dynamics of Structures, McGraw Hill, New York.
Dirlik, T. (1985). ‘Application of computers in fatigue analysis’, Ph.D. thesis, University of Warwick.
DNV (1995) ‘Preliminary Guidelines for Analysis of Ringing in Design of Offshore Platforms’,
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Eatock Taylor, R. and Hung, S.M. (1987) ‘Second order diffraction forces on vertical cylinder in
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Emami Azadi, M. (1998) ‘Analysis of static and dynamic pile-soil-jacket behaviour’, Dr.Ing. thesis,
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Emani Azadi, M.R., Moan, T. and Amdahl, J. (1995) ‘Dynamic effects on the performance of steel
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Faltinsen, O.M. (1990) Sea Loads on S hips and Off shore Structures, Cambridge University Press,
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Faltinsen, O.M., Newman, J.N. and Vinje, T. (1996) ‘Nonlinear wave loads on a slender vertical
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Farnes, K.A. (1990). ‘Long-term statistics of response in non-linear marine structures’ Dr.ing.thesis,
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Farnes, K.A. and Moan, T. (1994) ‘Extreme dynamic, non-linear response of fixed platforms using a
complete long-term approach’, J. Applied Ocean Research 15:317–326.
Farnes, K.A., Skjåstad, O. and Hoen, C. (1994) ‘Time domain analysis of transient resonant response
of a monotower platform’, paper given at BOSS’ 94 Proc. Pergamon Press, Oxford.