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
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