Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 6
Page 404
... grout connection . However , during the detailed design it appeared neces- sary to raise the pile top further to avoid an excessively thick jacket leg . The final top elevation was therefore chosen as elev . ( - ) 11.500 . By this ...
... grout connection . However , during the detailed design it appeared neces- sary to raise the pile top further to avoid an excessively thick jacket leg . The final top elevation was therefore chosen as elev . ( - ) 11.500 . By this ...
Page 406
... grout reinforced skirt pile connection , VERITEC report No. 88-3420 20.11.1988 . [ 2 ] Danish Standard DS 449 Parts 1 & 2 ( 1983 ) Pile - supported offshore steel structures . Geometry Jacket height ( 20,050 + 38,900 ) m = 58.95 m Base ...
... grout reinforced skirt pile connection , VERITEC report No. 88-3420 20.11.1988 . [ 2 ] Danish Standard DS 449 Parts 1 & 2 ( 1983 ) Pile - supported offshore steel structures . Geometry Jacket height ( 20,050 + 38,900 ) m = 58.95 m Base ...
Page 443
... grouting . Cable anchor heads never protude outside the legs . After cachetage , the leg is perfectly circular as shown on figure 6 . Use of external cables is very well adapted in the present case . This technique is being used more ...
... grouting . Cable anchor heads never protude outside the legs . After cachetage , the leg is perfectly circular as shown on figure 6 . Use of external cables is very well adapted in the present case . This technique is being used more ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile