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 294
... platforms due to the effort required , research has concentrated on developing and evaluating simple yet accurate screening approaches for use in platform assessments . A major product of this effort has been the simplified ULS analysis ...
... platforms due to the effort required , research has concentrated on developing and evaluating simple yet accurate screening approaches for use in platform assessments . A major product of this effort has been the simplified ULS analysis ...
Page 297
... platform evaluation performed using SUS . Six platforms have been studied ; these consist of one 4 - pile structure and five 8 - pile structures . The SUS approach is ... Platform B Characteristics and History Platform B is an eight 297.
... platform evaluation performed using SUS . Six platforms have been studied ; these consist of one 4 - pile structure and five 8 - pile structures . The SUS approach is ... Platform B Characteristics and History Platform B is an eight 297.
Page 299
Platform C Platform Characteristics and History Platform C was an eight - pile drilling and production platform located in the Gulf of Mexico's South Timbalier region in 137 feet of water ( Figure 6 ) . This region was subjected to 100 ...
Platform C Platform Characteristics and History Platform C was an eight - pile drilling and production platform located in the Gulf of Mexico's South Timbalier region in 137 feet of water ( Figure 6 ) . This region was subjected to 100 ...
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