Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 211
Eqs . ( 24 ) and ( 25 ) dz ) = 8 are the connection conditions for the outer solutions of the transmitted and reflected sides . If we assume that the inner solutions can be expressed as - + 2k Frro.t ) + ( 1.3 , t ) D( 13 ) = + 24 foco ...
Eqs . ( 24 ) and ( 25 ) dz ) = 8 are the connection conditions for the outer solutions of the transmitted and reflected sides . If we assume that the inner solutions can be expressed as - + 2k Frro.t ) + ( 1.3 , t ) D( 13 ) = + 24 foco ...
Page 295
Hence , while the hinge would be required to provide a substantial rotation , a flexible connection may be preferable to a rigid connection , given the increase in forces resulting from the latter . CONCLUSIONS The absolute value of the ...
Hence , while the hinge would be required to provide a substantial rotation , a flexible connection may be preferable to a rigid connection , given the increase in forces resulting from the latter . CONCLUSIONS The absolute value of the ...
Page 404
The four skirt piles are all vertical piles connected to the jacket legs with tubular braces . Based on a finite element analysis [ 1. ] of similar skirt pile sleeve connections , the pile sleeve connection was modelled in the global ...
The four skirt piles are all vertical piles connected to the jacket legs with tubular braces . Based on a finite element analysis [ 1. ] of similar skirt pile sleeve connections , the pile sleeve connection was modelled in the global ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
47 other sections not shown
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Export Citation | BiBTeX EndNote RefMan |