Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 81
Page 215
... direction based on measurements for a larger water depth is used , wave drift damping in sway and yaw direction is not accounted for . The reaction forces due to the anchor line are discussed later . Wind damping in the surge direction ...
... direction based on measurements for a larger water depth is used , wave drift damping in sway and yaw direction is not accounted for . The reaction forces due to the anchor line are discussed later . Wind damping in the surge direction ...
Page 220
... DIRECTION 2500- 150 210 Sway force in KN -2500- 270 90 MEASURED OCIMF FORMULATION FOR SIMULATIONS WAGNER WIND LOAD IN SWAY DIRECTION 150 210 Wind moment in kNm 4 ° 10 010- -4.10 270 90 Wind direction in deg . Wind direction in deg . Fig ...
... DIRECTION 2500- 150 210 Sway force in KN -2500- 270 90 MEASURED OCIMF FORMULATION FOR SIMULATIONS WAGNER WIND LOAD IN SWAY DIRECTION 150 210 Wind moment in kNm 4 ° 10 010- -4.10 270 90 Wind direction in deg . Wind direction in deg . Fig ...
Page 332
... direction 1 Fox -- DC FDX ( 1 ) In the normal direction | FD | F Dm | = = pDC Dm ( Vps 2 + W ps2 ) 2 ( 2 ) FDy --FD- ps 2 2 + W ps ps ( 3 ) FDx = -FD- ps 2 ps ps ps where ups V and was denote relative velocities in the local coordinate ...
... direction 1 Fox -- DC FDX ( 1 ) In the normal direction | FD | F Dm | = = pDC Dm ( Vps 2 + W ps2 ) 2 ( 2 ) FDy --FD- ps 2 2 + W ps ps ( 3 ) FDx = -FD- ps 2 ps ps ps where ups V and was denote relative velocities in the local coordinate ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
A Novel Design Procedure for Jacket Installations | 19 |
Copyright | |
37 other sections not shown
Other editions - View all
Common terms and phrases
acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin catastrophe sets coefficients collision compliant tower components computed configuration crack crane crane vessel cycles cyclic cylinder damping damping ratio Designer Wave diameter displacement drilling dynamic effects element equation fatigue flexjoint function global heave horizontal hydrodynamic installation ISSC TLP jacket joint lift lift forces linear load kN maximum measured mesh mode model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger Offshore Technology operation oscillation panel parameters platform predicted Quickwave ratio response riser risk shear simulation specimen SSCV Statoil steel stiffness strain stress surge tanker tension tension leg platform transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave period weight weld toe wellhead wind windspeed