Page 530 - Pipelines and Risers
P. 530
Acceptance Criteria, 110, 141, 156, 157, 173, Expansion Analysis, 14,456,457,460,462
279,281,294,295,392,393,399,458 Extreme Storm, 389
Added Mass, 163,164
Allowable Bending Moment, 67 Fabrication, 25,32,306,368,379,396,450,
Allowable Stress Design, 225,395,408 463,470,472,476
Amplitude Response Model, 138 Failure Probability, 241,251-254
Anisotropy, 40,61,62,379 FAR, 280,291,294-296,403
Fatigue, 11,22,62,73,74,117,119,124,133-
Boundary Conditions, 105,438 135,137,138,140-143,153,154,375,391,
Breakout Force, 78,82 393,395,397-399,406,413418,423- 425,
Buckle Arrestors, 34,35 428432,447,453
Buoyancy, 7,78,81, 185,196,386,401,456 Fatigue Damage, 124, 140-143,153,391
Bursting, 40, 58,63,65,248,251,255,265, Fault Tree Analysis, 284
393,397,399,447 Flexible, 381,386,391,392,404,412,420,
432
Capacity, 40,44,47,56,58,62,76,77,225, Flow Stress, 235,255
227,255,379,392,405,406,412 Field Joint, 76,450
CAPEX, 7,209,215,216,367,468 Financial Risk, 278,282
Catenary, 189,381,386,387,393,412,413, Finite Element Method, 7,22, 106,227
432 Force Model, 137,138,144,154
Cathodic Protection, 347,352,374 Fracture, 22,63,70,71,227,254,258,262,
Coating, 4,76, 158, 160, 161, 163,339,343, 264,268,275,255,375,393,397,399,
485 423
Collapse, 39,57,61,62,67,224,227,228, Free Span, 22, 135,154,462
236,379,397,390,398,405,461,478 Frequency Domain Solution, 137, 142, 145,
Conceptual Engineering, 3,471 I50
Consequence Analysis, 288,296,297,302 Friction, 13, 123, 197
Controlled Depth Tow Method, 463
Corrosion, 7,22,25,71,53, 131, 195,232-236, Girth Weld, 379
239-240,247,249-250,253-255,282,298, Global Buckling, 393,449,490
372,375,379,343,462,476479,482,487, Groove Interaction, 234
491,495
Corrosion Mechanism, 232 Heat Affected Zone, 7 1,376
Crack, 254,255,268,338,368,376,379 High Strength, 353,367,369,371,375,379,
Current, 125, 128, 139,336,337,394,401, 380
422,425 Hoop Stress, 9,27,28,65,66,477
Hotspot Stress, 141
Damping, 120, 121 Human Error Rate, 287
Deepwater, 22,39,76,217,350-352,381,387, Hydrodynamic Forces, 84,91,388
392,393,395,406,412,416,417,424,431, Hydrostatic Collapse, 32,380
432,465
Design Code, 23,388,392,393,404 Impact, 7, 98, 155-159, 165, 175,282,297,
Design Through Analysis, 7, 8,22,219,227, 298,400,462,490
154,217 Inertia Coefficient, 92
Dropped Objects, 282 In-Line, 134
Dynamic Analysis, 100, 101 Installation, 3, 17,22,25,61,97,98, 177,178,
182-1 84, 186,201,204,208,211,216,2 17,
Earthquake, 394 282,306-310,315,317-323,343,344,370,
Environmental Risk, 281,291,297 389,396,400,434,436,450-453,456,457,
Equivalent Stress, 3 1,65 461-463,487,495
Event Tree Analysis, 284 Installation Vessel, 178
Examples, 44, 114,267,343,391,489 Insulation, 442,443,449,454
Expansion, 7,9, 14 Integrity Management, 303

