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 319
( ac { v } | { k ¢ { v } } m ) \ = = } 1 e = 1 e = 1 + ( 18 ) The explicit dependence of u ; on the ac's can be linearized as where p is the number of property of elements or substructures that are allowed to change , and de is ...
( ac { v } | { k ¢ { v } } m ) \ = = } 1 e = 1 e = 1 + ( 18 ) The explicit dependence of u ; on the ac's can be linearized as where p is the number of property of elements or substructures that are allowed to change , and de is ...
Page 320
Measured response properties are assumed to be exact . · The set of measured modal properties may be incomplete and only incomplete measurements may be available for any particular mode . ( ii ) In the correlation process , both mass ...
Measured response properties are assumed to be exact . · The set of measured modal properties may be incomplete and only incomplete measurements may be available for any particular mode . ( ii ) In the correlation process , both mass ...
Page 623
The model proposed can provide general forms of the physical and mechanical properties . such as void ratio , water content , density , overburdened effective pressure , undrained strength , etc. With the model . seabed profiles can be ...
The model proposed can provide general forms of the physical and mechanical properties . such as void ratio , water content , density , overburdened effective pressure , undrained strength , etc. With the model . seabed profiles can be ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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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 |