Page 257 - Dynamic Loading and Design of Structures

Page 228

Karunakaran, D., Spidsøe, N., Gudmestad, O. and Moan, T (1993). ‘Stochastic dynamic time-domain
analysis of drag-dominated offshore platforms’, paper given at EURODYN ‘93, A.A. Balkema,
Rotterdam.
Karunakaran, D.N., Spidsøe, N. and Haver, S. (1994) ‘Nonlinear dynamic response of jack-up
platforms due to non-Gaussian waves’, paper given at 13th OMAE Conference ASME, Houston,
TX, Vol. II, 85–92.
Karunakaran, D., Bærheim, M. and Leira, B.J. (1997) ‘Measured and simulated dynamic response of a
jacket platform’, paper given at 16th OMAE Conference, ASME, Houston, TX, Vol. II, 157–64.
Kinsman, B. (1965) Wind Waves. Englewood Cliffs, N.J. Prentice-Hall Inc.
Krokstad, J.R., Stansberg, C.T., Nestegård, A. and Marthinsen, T. (1996) ‘A new non-slender ringing
load approach verified against experiments’, paper given at 15th OMAE Conference, Florence.
Lacasse, S. and Nadim, F. (1996). ‘Model uncertainty in pile axial capacity calculation’s, Paper No.
7996 biven at Offshore Technology Conference, Houston.
Langen, I. (1981). On Dynamic Analysis of Floating Bridges’, Report No. 81–1, Division of Structural
Mechanics, NTH (NTNU), Trondheim.
Langen, I., Skjåstad, O. and Haver, S. (1997) ‘Measured and predicted response of an offshore gravity
platform’, paper given at BOSS ‘97, Vol. 3, 213–27, Pergamon Press, Oxford.
Leira, B.J. (1987). ‘Gaussian vector-processes for reliability analysis involving wave-induced load
effects’, Dr.ing.thesis, Report UR-87–57, Division of Marine Structures, NTH (NTNU), Trondheim.
Leira, B.J., Karunakaran, D. and Nordal, H. (1990). ‘Estimation of fatigue damage and extreme
response for a jack-up platform’, J. Marine Structures 3:461–93.
Longuet-Higgins, M.S. (1963) ‘The effects of nonlinearities on statistical distributions in the theory of
see waves’, J. FluidMechanics 17.
MacCamy, R.C. and Fuchs, R.A. (1954) ‘Wave Forces on Piles: A Diffraction Theory’, U.S. Army
Force of Engineers, Beach Erosion Board, Tech. Memo No. 69.
Marshall, P.W. and Luyties, W.H. (1982) ‘Allowable stresses for fatigue design’, paper given at BOSS
‘82, McGraw Hill, New York.
Marthinsen, T., Stansberg, C.T. and Krokstad, J.R. (1996) ‘On the ringing excitation of circular
cylinders’, paper given at 6th ISOPE, Los Angeles, Vol. 1, 196–204.
Maus, L.D., Finn, L.D. and Danaczko, M.A. (1996). ‘Exxon study shows Compliant Piled Tower cost
benefits’, Ocean Industry, 20–25.
McKay, M.D. et al. (1979). ‘A comparison of three methods for selection values of input variables in
the analysis of output from a computer code’, Tecbnometrics 21:239–45.
Mo, O. (1983) ‘Stochastic time domain analysis of slender offshore structures’, Dr.ing.thesis, Report
UR-83–33, Division of Marine Structures, NTH (NTNU), Trondheim.
Mo, O. and Moan, T. (1984). ‘Environmental load effect analysis of guyed towers’, paper given at 3rd
OMAE Conference, Houston.
Moan, T. (1995) ‘Safety Level Across Different Types of Structural Forms and Material -Implicit in
Codes for Offshore Structures’, SINTEF Report STF70 A95210, Trondheim (prepared for
ISO/TC250/SC7).
Moan, T., Syvertsen, K. and Haver, S. (1976). ‘Stochastic Dynamic Response Analysis of Gravity
Platforms’, Report SK/M33, Division of Marine Structures, NTH (NTNU), Trondheim.
Moan, T., Leira, B.J. and Olufsen, A. (1990) ‘Stochastic dynamic analysis of marine