Page 90 - Marine Structural Design

66 Pari I Structural Design Prim@les

The short-term extreme approach depends on the long-tenn prediction of extreme wave
spectra and proper application of the derived wave spectral family. It is not simpler than
the long-term approach.
For more detailed information on environmental conditions and loads for offshore structural
analysis, readers may refer to API RF’ 2T(1997), Sarpkaya and Isaacson (1981), Chakrabarti
(1987), Ochi (1990), Faltinsen (1990) and CMPT (1998). On ship wave loads and structural
analysis, reference is made to Bhattacharyaa (1978), Beck et a1 (1989) and Liu et a1 (1992).

3.7 References

1. ABS (1992), “Analysis hcedure Manual for the Dynamic Loading Approach @LA)
for Tankers”, American Bureau of Shipping.
2. Almar-Naess, A. (1985), “Fatigue Handbook - mshore Steel Structures”, Tapir
Publisher.
3. API RF’ 2T (1997), “Recommended Practice for Planning, Designing, and Constructing
Tension Leg Platforms”, American Petroleum Institute.
4. Baar, J.J.M. (1992), “Extreme Values of Morrison-Type Processes”, Applied Ocean
Research, Vo1.14, pp. 65-68.
5. Bai, Y (2001), “Pipelines and Risers”, Elsevier Ocean Engineering Book Series,
Volume 3.
6. Bales, S.L., Cumins, W.E. and Comstock, E.N. (1982), “Potential Impact of Twenty
Year Hindcast Wind and Wave Climatology in Ship Design”, J. of Marine Technology,
Vol. 19(2), April.
7. Beck, R., Cummins, W.E., Dalzell, J.F., Mandel, P. and Webster, W.C. (1989),
“Montions in Waves”, in “Principles of Naval Architecture”, Znd Edition, SNAME.
8. Bhattachaqy, R (1 978), “Dynamics of Marine Vehicles”, John Wiley & Sons, Inc.
9. Chakrabarti, S.K., (1987), “Hydrodynamics of mshore Structures”, Computational
Mechanics Publications.
10. CMPT (1998), “Floating Structures: A Guide for Design and Analysis”, Edited by N.
Baltrop, Oilfield Publications, Inc.
11. Faltinsen, O.M. (1990), “Sea Loads on Ships and @$ihore Structures”, Cambridge
Ocean Technology Series, Cambridge University Press.
12. Hagemeijer, P. M. (1 990), “Estimation of Dragllnertia Parameters using Time-domain
Simulations and the Prediction of the Extreme Response”, Applied Ocean Research,
Vol. 12, ~134-140.
13. Hogben, N. and Lumb, F.E. (1967), “Ocean Wave Statistics”, Her Majesty’s Stationery
Office, London.
14. ISSC (2000), “Specialist Committee V.4: Structural Design of Floating Production
Systems”, 14th International Ship and Offshore Structures Congress 2000. Nagasaki,
Japan, V01.2.
15. Jensen, J.J. (1994), “Dynamic Amplification of Offshore Steel Platform Response due to
Non-Gaussian Wave Loads”, Marine Structures, Vo1.7, pp.91-105