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 321
The second one is a time history of the load computed from the Morison drag
formula . This load is considered appropriate for the generation of wind load on
the model . The measured load during the test is compared with the computed
one .
The second one is a time history of the load computed from the Morison drag
formula . This load is considered appropriate for the generation of wind load on
the model . The measured load during the test is compared with the computed
one .
Page 457
Each term is computed using equation ( 38 ) with De replaced by Di . III . FINITE
ELEMENT ANALYSIS OF BEAMS IN FLUID In previous studies on redesign by
Large Admissible Perturbations , the response of the initial structure , Si , was ...
Each term is computed using equation ( 38 ) with De replaced by Di . III . FINITE
ELEMENT ANALYSIS OF BEAMS IN FLUID In previous studies on redesign by
Large Admissible Perturbations , the response of the initial structure , Si , was ...
Page 781
To convince that the ill - conditioned behavior results from the application of the
MCM to the computation of spectral wave kinematics , the wave forces on a
SDOF structure are computed using the wave kinematics predicted respectively
by ...
To convince that the ill - conditioned behavior results from the application of the
MCM to the computation of spectral wave kinematics , the wave forces on a
SDOF structure are computed using the wave kinematics predicted respectively
by ...
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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