## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Offshore structures |

### From inside the book

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Page 11

The H i/ia mean

the Goda's method with 20 frequencies where a decrease of 2% is noticed. The

maximum wave heights tend to increase with the number of frequencies, and the

...

The H i/ia mean

**values**are comparable for all the methods except when usingthe Goda's method with 20 frequencies where a decrease of 2% is noticed. The

maximum wave heights tend to increase with the number of frequencies, and the

...

Page 424

The

dynamic shear modulus at the site were determined by conducting block

vibration, wave propagation and standard penetration tests. The data of these

tests was ...

The

**values**of observed natural frequencies are shown in Table 1. The**values**ofdynamic shear modulus at the site were determined by conducting block

vibration, wave propagation and standard penetration tests. The data of these

tests was ...

Page 450

ENVIRONMENTAL LOAD COMBINATION DESIGN FORMATS COMPANION

companion approach, finds its roots in the basic assumption that, ideally, the

probability ...

ENVIRONMENTAL LOAD COMBINATION DESIGN FORMATS COMPANION

**VALUES**The most widely used load combination design format, namely thecompanion approach, finds its roots in the basic assumption that, ideally, the

probability ...

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added mass amplitude analysis array calculated circular cylinder component crest damping coefficient direction displacement distribution domain drag coefficient drag force drillship dynamic effect element equation estimated flexible riser floating flow fluid force coefficients forces acting foroe forward speed free surface heave horizontal hydrodynamic hydrodynamic forces incident wave integral irregular Kc number lift force linear load low-frequency low-frequency oscillation matrix maximum measured method mooring line motion nonlinear obtained Offshore Mechanics Offshore Structures Offshore Technology Conference oscillation oscillatory parameters pile plate prediction pressure problem ratio Rayleigh distribution regular waves response Reynolds number Sarpkaya seastates second-order semisubmersible ship shown in Figure simulation solution spectra spectrum surge tension transfer function transverse vector velocity potential vertical viscous vortex vortex shedding vortices water depth wave amplitude wave excitation wave force wave frequency wave height wave number wave period wave power