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 626
It is noted that disturbed samples are available for the determination of Gs . Increasing rate of strength , Cu ' / p ( = a ) Another factor required to predict the strength profile is the increasing rate of strength Cu / p . the ratio ...
It is noted that disturbed samples are available for the determination of Gs . Increasing rate of strength , Cu ' / p ( = a ) Another factor required to predict the strength profile is the increasing rate of strength Cu / p . the ratio ...
Page 181
The mean component strengths used for the reliability study were conservatively taken to be the chain break test load ( BTL ) and wire rope certified breaking strength ( CBS ) . These nominal strengths are used as standard ...
The mean component strengths used for the reliability study were conservatively taken to be the chain break test load ( BTL ) and wire rope certified breaking strength ( CBS ) . These nominal strengths are used as standard ...
Page 221
This leads to two design values of these loads , the sum of which must not exceed a design value of the strength of the ship structure , which is again a nominal ( code ) value of strengt this time divided by a strength factor .
This leads to two design values of these loads , the sum of which must not exceed a design value of the strength of the ship structure , which is again a nominal ( code ) value of strengt this time divided by a strength factor .
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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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