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 355
Moreover the flexible pipe can experience variable contact with other rigid surfaces such as the subsea buoy's davits or the j - tube bellmouth walls . The difficulty involved in the first kind of contact ( seafloor ) , comes from soil ...
Moreover the flexible pipe can experience variable contact with other rigid surfaces such as the subsea buoy's davits or the j - tube bellmouth walls . The difficulty involved in the first kind of contact ( seafloor ) , comes from soil ...
Page 596
However , from the recorded results it was difficult to separate the rigid body acceleration of the striker from the vibrations of the member on which the instrument was mounted . ( ) , i INTRODUCTION In recent years much attention has ...
However , from the recorded results it was difficult to separate the rigid body acceleration of the striker from the vibrations of the member on which the instrument was mounted . ( ) , i INTRODUCTION In recent years much attention has ...
Page 600
It is seen that the test data lie between the curves obtained using the present approach , a plate - strip approach ( Samuelides 1984 ) and an analytical method in which rigid - plastic behaviour was assumed . The results obtained using ...
It is seen that the test data lie between the curves obtained using the present approach , a plate - strip approach ( Samuelides 1984 ) and an analytical method in which rigid - plastic behaviour was assumed . The results obtained using ...
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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