Page 259 - Dynamic Loading and Design of Structures
P. 259

Page 230

               Torsethaugen, K. (1996). ‘Model for a Double Peaked Wave Spectrum’, SINTEF Civil and
                 Environmental Engineering, Report No. STF22 A96204, SINTEF Structural Engineering,
                 Trondheim.
               Videiro, P.M. and Moan, T. (1999) ‘Efficient evaluation of long-term distributions’, paper given at
                 18th OMAE Conference, St Johns, Newfoundland.
               Vinje, T. and Haver, S. (1994) ‘On the non-Gaussian structure of ocean waves’, paper given at BOSS
                 ‘94 (MIT, Cambridge, MA), Pergamon Press, Oxford.
               Vugts, J.H. (1970). ‘The hydrodynamic forces and ship motions in waves’, Dr. thesis, TH Delft,
                 Uitgeverij Waltman, Delft.
               Vugts, J.H., Dob, S.L. and Harland, L.A. (1997) ‘Strength design of compliant towers including
                 dynamic effects using an equivalent quasi-static design wave procedure’, paper (Delft, The
                 Netherlands) given at BOSS ‘97 Proc, Elsevier, Amsterdam.
               Wheeler, J.D. (1970). ‘Method for calculating forces produced by irregular waves’, Journal of
                 Petroleum Engineering 359–67.
               Winterstein, S. (1988) Nonlinear Vibration Models for Extremes and Fatigue, J. Engng. Mech., ASCE,
                 114(10): 1772–1790.
               Wirsching, P.H. and Light, M.C. (1980) ‘Fatigue under wide band random loading’,J. Str. Div. ASCE,
                 No. 7, 1593–607.
               Wolf, J.P. (1994) Foundation Vibration Analysis Using Simple Physical Models, Prentice Hall,
                 Englewood Cliffs, NJ.
               Yeung, R.W. (1989) ‘Added mass and damping of a vertical cylinder in finite-depth water’, Appl.
                 Ocean Research 3:3.
   254   255   256   257   258   259   260   261   262   263   264