Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 302
... loading was diagonal brace A3 - A4 in the fourth jacket bay ( see Figure 13 ) ; the failure criteria was reached at a load factor of 0.75 , which represents a base shear of 3,581 kips . For the case of broadside wave attack , forces ...
... loading was diagonal brace A3 - A4 in the fourth jacket bay ( see Figure 13 ) ; the failure criteria was reached at a load factor of 0.75 , which represents a base shear of 3,581 kips . For the case of broadside wave attack , forces ...
Page 307
... Load cell Load hanger O L Flexible горе Pipe pile. OMAE 1997 - Volume I - A , Offshore Technology ASME 1997 ABSTRACT Piles used in Jacket type of offshore platforms are subjected to significant amounts of vertical loads , lateral loads ...
... Load cell Load hanger O L Flexible горе Pipe pile. OMAE 1997 - Volume I - A , Offshore Technology ASME 1997 ABSTRACT Piles used in Jacket type of offshore platforms are subjected to significant amounts of vertical loads , lateral loads ...
Page 153
For load tests on anchors subjected to lower cyclic load ratios , the cyclic loading tests were stopped after attaining the stabilization in deformation and static pullout tests were conducted immediately . However , at higher cyclic ...
For load tests on anchors subjected to lower cyclic load ratios , the cyclic loading tests were stopped after attaining the stabilization in deformation and static pullout tests were conducted immediately . However , at higher cyclic ...
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 | |
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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