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 265
The other solution has twice the period of the encountered wave period and has pitch and roll motions . The harmonic and second - order subharmonic solutions show period - 1 and period - 2 solutions , respectively . in Poincaré map .
The other solution has twice the period of the encountered wave period and has pitch and roll motions . The harmonic and second - order subharmonic solutions show period - 1 and period - 2 solutions , respectively . in Poincaré map .
Page 267
Then in Poincaré section the harmonic solution shows up a periodic solution of period 1 , which consists of point in ... For convience , these periodic solutions of period 1 and period 2 called P - 1 and P - 2 solutions , respectively .
Then in Poincaré section the harmonic solution shows up a periodic solution of period 1 , which consists of point in ... For convience , these periodic solutions of period 1 and period 2 called P - 1 and P - 2 solutions , respectively .
Page 268
In this problem it is difficult to judge which solution ( P - 1 or P - 2 solution ) is represented by any specific periodic groups and which solution each periodic group will be attracted In order to handle this difficulty we rely on ...
In this problem it is difficult to judge which solution ( P - 1 or P - 2 solution ) is represented by any specific periodic groups and which solution each periodic group will be attracted In order to handle this difficulty we rely on ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
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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 |
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