Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 8
Page 109
... CONTINUE XX = 0.0 YY = 0.0 DELTAX = 0.0 DELTAY = 0.0 THETA = 0.0 C C C BUILT IN DATA FOR FLUID & PIPE MATERIAL DF = DENSITY OF FLUID ( WATER HERE , KG / M3 ) DP DENSITY OF PIPE ( CARBON STEEL , KG / M3 ) TEMP1 = AMBIENT TEMPERATURE ...
... CONTINUE XX = 0.0 YY = 0.0 DELTAX = 0.0 DELTAY = 0.0 THETA = 0.0 C C C BUILT IN DATA FOR FLUID & PIPE MATERIAL DF = DENSITY OF FLUID ( WATER HERE , KG / M3 ) DP DENSITY OF PIPE ( CARBON STEEL , KG / M3 ) TEMP1 = AMBIENT TEMPERATURE ...
Page 111
... CONTINUE IF ( ABS ( B ( K , K ) ) . LE.Ø.00000001 ) GO TO 11 E = B ( K , K ) DO 6 I = K , N DO 6 J = K , M B ( I , J ) = B ( I , J ) / E CONTINUE GAUSS ELIMINATION K1 = K + 1 DO 7 I = K1 , N X = B ( I , K ) / B ( K , K ) DO 7 J = K ...
... CONTINUE IF ( ABS ( B ( K , K ) ) . LE.Ø.00000001 ) GO TO 11 E = B ( K , K ) DO 6 I = K , N DO 6 J = K , M B ( I , J ) = B ( I , J ) / E CONTINUE GAUSS ELIMINATION K1 = K + 1 DO 7 I = K1 , N X = B ( I , K ) / B ( K , K ) DO 7 J = K ...
Page 112
... CONTINUE IF ( ABS ( ST ( I , J ) ) . LE.GM ) GO TO 2 GM = ST ( I , J ) 12 = 1 J2 = J CONTINUE IF ( ABS ( STC ( I , J ) ) . LE.RM ) GO TO 3 RM STC ( I , J ) 13 = 1 J3 = J CONTINUE CC = COS ( TH - ALP ( I ) ) - COS ( ALP ( I ) ) Al = AA + ...
... CONTINUE IF ( ABS ( ST ( I , J ) ) . LE.GM ) GO TO 2 GM = ST ( I , J ) 12 = 1 J2 = J CONTINUE IF ( ABS ( STC ( I , J ) ) . LE.RM ) GO TO 3 RM STC ( I , J ) 13 = 1 J3 = J CONTINUE CC = COS ( TH - ALP ( I ) ) - COS ( ALP ( I ) ) Al = AA + ...
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Common terms and phrases
actuator analysis applied assessment axial ball valve Beaufort Sea bending bifurcation break-out buckling calculations check valve circumferential Cisco field coefficient collapse corrosion crack ensembles crack tip damage deformation density distribution effect equations ESD valve Figure flow force fracture fracture mechanics free span function HAZ toughness Houston hydrodynamic ice feature ice hole ice keel ice scour increase installation layer length line pipe Lougheed Island material maximum method mode shape Offshore Mechanics Offshore Technology Conference on-bottom stability parameters partial safety factors pearlite permafrost pipe displacement pipe weight pipeline plastic plate platform predicted pressure procedure radial ratio reliability riser rupture scour hole seabed seastate shows simulated Sotberg stability design strength stress structure Submarine Pipelines subsea subsea ESD surface Table tensile tensile strength tracers tube uncertainty values variables velocity vertical wave yield strength