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 121
For the complete TLP , the vertical force is substantially less than that on the four columns , indicating a cancellation between the pressure force on the columns and on the pontoons .
For the complete TLP , the vertical force is substantially less than that on the four columns , indicating a cancellation between the pressure force on the columns and on the pontoons .
Page 581
The complete solution of ( 3 ) is v ( x ) = Ciexp ( kx ) + Czexp ( k2x ) + Czexp ( kx ) + C exp ( -x ) ( 4 ) or in a ... and where the factor of rigidity r , Tij Elji in general , is zero for a hinge or a unit for complete fixity .
The complete solution of ( 3 ) is v ( x ) = Ciexp ( kx ) + Czexp ( k2x ) + Czexp ( kx ) + C exp ( -x ) ( 4 ) or in a ... and where the factor of rigidity r , Tij Elji in general , is zero for a hinge or a unit for complete fixity .
Page 320
There is now a widely held belief that complete structures have markedly better performance than be demonstrated with # standard fire test . a can an of In Section 5 illustration how the probabilistic strategy can be effectively ...
There is now a widely held belief that complete structures have markedly better performance than be demonstrated with # standard fire test . a can an of In Section 5 illustration how the probabilistic strategy can be effectively ...
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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 |