Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 14
... Wave Forces at Critical Condition b = Condition of Model Test The model test was conducted in the wave - current flume 69m in length , 2m in width , 1.8m in height at Dalian University of Technology . The test model was set with a ...
... Wave Forces at Critical Condition b = Condition of Model Test The model test was conducted in the wave - current flume 69m in length , 2m in width , 1.8m in height at Dalian University of Technology . The test model was set with a ...
Page 3
... wave has perceptible effect . This is opposite to the way the nonlinearity affects the propagating mode , in which ... height upto a certain value of wave height which is expected and borne out by Thories IA and III but thereafter it ...
... wave has perceptible effect . This is opposite to the way the nonlinearity affects the propagating mode , in which ... height upto a certain value of wave height which is expected and borne out by Thories IA and III but thereafter it ...
Page 29
... wave height , H1 / 3 , and significant wave period , T1 / 3 , and ( 2 ) - using joint distribution of wave heights and wave periods . In order to obtain the above mentioned elements , time - history of water surface elevation is ...
... wave height , H1 / 3 , and significant wave period , T1 / 3 , and ( 2 ) - using joint distribution of wave heights and wave periods . In order to obtain the above mentioned elements , time - history of water surface elevation is ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Steady Drift Forces and Yaw Moment Due to Waves With Slow Current | 47 |
Copyright | |
20 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power