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 386
... basic assumptions . Qualitative selection predominated at this step and after some quantitative analyses , a basic stationary production units ( SPUs ) configuration was selected . Secondly , the basic SPUS configuration was subdivided ...
... basic assumptions . Qualitative selection predominated at this step and after some quantitative analyses , a basic stationary production units ( SPUs ) configuration was selected . Secondly , the basic SPUS configuration was subdivided ...
Page 258
... Basic Variable Probability Distribution Mean Value Standard Deviation such that Mj > O lies in the safe region and Mj ≤ 0 in the failure region . The probability of failure is then defined as P1 = P [ M ; ≤ 0 ] = x ) dx Plate ...
... Basic Variable Probability Distribution Mean Value Standard Deviation such that Mj > O lies in the safe region and Mj ≤ 0 in the failure region . The probability of failure is then defined as P1 = P [ M ; ≤ 0 ] = x ) dx Plate ...
Page 262
... basic random variables and , therefore , the concept of maximum strength has to be defined within a probabilistic context . Since failure occurs if the applied load exceeds both the ordinates at point C or B , then the plate can be ...
... basic random variables and , therefore , the concept of maximum strength has to be defined within a probabilistic context . Since failure occurs if the applied load exceeds both the ordinates at point C or B , then the plate can be ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile