International Journal of Offshore and Polar Engineering, Volume 12International Society of Offshore and Polar Engineers, 2002 - Ocean energy resources |
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Page 306
... locations on the chord and brace . For carry - over load ( i.e. load on the carry- over brace ) , SCFs are obtained from an appropriate combination of SCFs for T and X joints with the doubly symmetric trigono- metric function cos 24 to ...
... locations on the chord and brace . For carry - over load ( i.e. load on the carry- over brace ) , SCFs are obtained from an appropriate combination of SCFs for T and X joints with the doubly symmetric trigono- metric function cos 24 to ...
Page 308
... locations ) ; sign convention for carry - over effects of bending moments ; direction of carry - over moment cor- responding to values of w ; ( 4 ) functions shown CHORD LOAD Numerical results show that the chord axial loads or chord ...
... locations ) ; sign convention for carry - over effects of bending moments ; direction of carry - over moment cor- responding to values of w ; ( 4 ) functions shown CHORD LOAD Numerical results show that the chord axial loads or chord ...
Page 309
... locations are parametric design equations neglected . ) Based on the FE results , are proposed for SCFs due to axial loads and out - of - plane bending moments at chord and brace sad- dle locations . The key issue for describing ...
... locations are parametric design equations neglected . ) Based on the FE results , are proposed for SCFs due to axial loads and out - of - plane bending moments at chord and brace sad- dle locations . The key issue for describing ...
Contents
No | 1 |
A Theoretical Approach to the Slamming Impact Pressure Acting on the VLFS | 9 |
Measurement of the Instantaneous Characteristics of Natural Response Modes of a Spar Platform | 16 |
Copyright | |
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2nd-order amplitude analysis axial beam buckling Budal cable caisson calculated clay coefficient computed cylinder deformation depth diffraction displacement distribution drag coefficient effect electrokinetic element equations estimated evaluated factor Falnes fatigue force FPSO frequency friction angle function fuzzy gouge horizontal loading capacity hot-spot stress hydrate hydrodynamic incident wave increase Int Offshore International Offshore ISOPE ISOPE Member linear longitudinal maximum measured method motion nondimensional nonlinear obtained Ocean Offshore and Polar oscillation parameters pipeline plate Polar Eng Conf Polar Engineering Conference power take-off predicted Proc ratio residual stress response revised manuscript S-N curve seabed shear strength shown in Fig shows significant wave height simulation Society of Offshore soil Specimen Stavanger structure suction piles surface theory thickness tion undrained shear strength uplift capacity velocity velocity potential vertical VLFS wave period wave power wavelet wavelet ridge weld toe