Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 175
For these problems we have , so far , considered the following geometries : OPEN TANK Floating Hemisphere . Floating Hemisphere . Bottom Standing Storage Tank . As for open sea . Offshore Barge ( 4,14 ) . Offshore Barge ( 4 ) .
For these problems we have , so far , considered the following geometries : OPEN TANK Floating Hemisphere . Floating Hemisphere . Bottom Standing Storage Tank . As for open sea . Offshore Barge ( 4,14 ) . Offshore Barge ( 4 ) .
Page 56
-4 3 CONCEPT DESCRIPTION A tension leg platform concept having a total displacement of 103500 nnes is considered . The hull plan is shown in Figure 1. Four tethers are placed at each corner column with additional space for one spare ...
-4 3 CONCEPT DESCRIPTION A tension leg platform concept having a total displacement of 103500 nnes is considered . The hull plan is shown in Figure 1. Four tethers are placed at each corner column with additional space for one spare ...
Page 77
100 100.0 01300 x 20 method considered to give additional information of relevance here . A q ; = 0.46 has been used . Tubular K - Node in a jacket structure . A tubular node in a jacket structure with geometry as shown in Figure 6 is ...
100 100.0 01300 x 20 method considered to give additional information of relevance here . A q ; = 0.46 has been used . Tubular K - Node in a jacket structure . A tubular node in a jacket structure with geometry as shown in Figure 6 is ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind