Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 682
Furthermore , for a given wave age C1010 the deviation in energy from neutral
condition increases as the magnitude of ... The mean wind is commonly assumed
to be given by the logarithmic velocity profile , which requires information about u
...
Furthermore , for a given wave age C1010 the deviation in energy from neutral
condition increases as the magnitude of ... The mean wind is commonly assumed
to be given by the logarithmic velocity profile , which requires information about u
...
Page 862
However , as most acceptance criteria for offshore installations are given in terms
of annual failure probabilities the aforementioned formulation is pursued in the
following . In addition to the acceptance criteria relating to the maximum ...
However , as most acceptance criteria for offshore installations are given in terms
of annual failure probabilities the aforementioned formulation is pursued in the
following . In addition to the acceptance criteria relating to the maximum ...
Page 864
The idea in generic inspection planning is to establish prefabricated inspection
plans for different joint types for a range of FDF ' s , weld qualities , RSR ' s given
failure , repair strategies and relative costs of failure , repair and inspection .
The idea in generic inspection planning is to establish prefabricated inspection
plans for different joint types for a range of FDF ' s , weld qualities , RSR ' s given
failure , repair strategies and relative costs of failure , repair and inspection .
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Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
Evaluation of Low Frequency Motions of a Turret Moored FPSO System and Their Influence | 9 |
A Design Evaluation Method to Assess the Strength and Fatigue Characteristics of FPSOS | 17 |
Copyright | |
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amplitude analysis angle applied approach ASME assumed average beam bending breaking calculated coefficient compared comparison components computed Conference considered Copyright corresponding cylinder damage damping deck depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated extreme fatigue Figure floating fluid forces frequency function geometry given heave horizontal included increase initial International joint length linear load mass maximum mean measured method mode mooring motion nonlinear normal observed obtained Offshore parameters peak performed period plates platform position prediction present pressure problem Proceedings range ratio reference relative represent respectively response riser rope scale shape ship shown shows significant simulation soil solution Spar spectrum stiffener stiffness strength stress structure surface surge Table Technology tension tests values variation vertical vessel wave height wind