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 6
Distribution Function a b a 3 i FT - I EXAMPLE OF USE OF EMPIRICAL FORMULAS 35 % Limit 5 % Limit 0.47 N - 0.63 -0.12 N - 0 . 36 0.72 N - 0.48 -0.55 N - 0.45 - 1 k = 2.5 F | 95 % Limit k = 3.3 k = 5.0 T k = 10.0 0. 73 N - 0 . 0.
Distribution Function a b a 3 i FT - I EXAMPLE OF USE OF EMPIRICAL FORMULAS 35 % Limit 5 % Limit 0.47 N - 0.63 -0.12 N - 0 . 36 0.72 N - 0.48 -0.55 N - 0.45 - 1 k = 2.5 F | 95 % Limit k = 3.3 k = 5.0 T k = 10.0 0. 73 N - 0 . 0.
Page 230
A safety margin or limit state function is assumed to be given as follows : Generation of Structural Failure Mode A structure is modelled as a three dimensional framework structure whose elements are uniform and homogeneous and to which ...
A safety margin or limit state function is assumed to be given as follows : Generation of Structural Failure Mode A structure is modelled as a three dimensional framework structure whose elements are uniform and homogeneous and to which ...
Page 238
The limit state function for this event is defined as - limit state function g ( z ) , which is negative or zero when failure occurs . % is the vector of basic variables , i.e. load , resistance , stiffness and geometry variables .
The limit state function for this event is defined as - limit state function g ( z ) , which is negative or zero when failure occurs . % is the vector of basic variables , i.e. load , resistance , stiffness and geometry variables .
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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 |