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 83
The rope is precycled as for break testing ( described above ) before conducting
these stiffness tests . This is followed by a three step stiffness measurement
program as follows : Change - in - Length Testing Three different change - in -
length ...
The rope is precycled as for break testing ( described above ) before conducting
these stiffness tests . This is followed by a three step stiffness measurement
program as follows : Change - in - Length Testing Three different change - in -
length ...
Page 291
Let us define an equivalent participating mass , M and a participating length , L (
M = P L in which P is the pipe mass density per unit length ) . Then the peak
collision force , F , simulated in the time domain leads to the participating mass
and ...
Let us define an equivalent participating mass , M and a participating length , L (
M = P L in which P is the pipe mass density per unit length ) . Then the peak
collision force , F , simulated in the time domain leads to the participating mass
and ...
Page 304
Once distance dy is defined , the desired length of the mooring line lwr can be
obtained from equation ( 7 ) . The length of UC is generally as short as possible
to reduce the weight of the mooring line , while the length of SFR should
comprise ...
Once distance dy is defined , the desired length of the mooring line lwr can be
obtained from equation ( 7 ) . The length of UC is generally as short as possible
to reduce the weight of the mooring line , while the length of SFR should
comprise ...
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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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Common terms and phrases
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