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 122
No detection of a crack at an inspection Detection but no repair of the detected crack Detection and repair of the detected crack 0 0 | The cost C , is , of course , not conditioned on any observation / action sequence .
No detection of a crack at an inspection Detection but no repair of the detected crack Detection and repair of the detected crack 0 0 | The cost C , is , of course , not conditioned on any observation / action sequence .
Page 218
WELD TOE Probability of detection WUNSC O JOINTS 3,22 RELIABILITY INDEX eo's NUMBER OF JOINTS 2010 NUMBER OF JOINTS RELIABILITY INDEX 2010 -LOOP PARTIAL SAFETY FACTORS FOR VERTICAL BENDING. 0.8 BRACE 0.6 SPACE MALL CHORD CHORD WALL 0.4 ...
WELD TOE Probability of detection WUNSC O JOINTS 3,22 RELIABILITY INDEX eo's NUMBER OF JOINTS 2010 NUMBER OF JOINTS RELIABILITY INDEX 2010 -LOOP PARTIAL SAFETY FACTORS FOR VERTICAL BENDING. 0.8 BRACE 0.6 SPACE MALL CHORD CHORD WALL 0.4 ...
Page 284
for an < a ( 24 ) where A is a parameter ( 0 < A < 1 ) which gives the probability of detecting a very large crack . Qo is the minimum crack size below which a crack can not be detected . \ ( e ) determines the inspection effectiveness ...
for an < a ( 24 ) where A is a parameter ( 0 < A < 1 ) which gives the probability of detecting a very large crack . Qo is the minimum crack size below which a crack can not be detected . \ ( e ) determines the inspection effectiveness ...
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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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Common terms and phrases
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