dd rpt whpajk st 0011导管架运输结构分析报告rev0

0

WHPAPLATFORM

CONTENTS

1.0

EXCLUSIVESUMMARY 3

2.0

INTRODUCTION 4

3.0

REFERENCES 4

4.0

DESIGNINPUTS 4

4.1

BargeParameter 4

4.2

EnvironmentalCondition 4

4.3

StructuralModel 4

4.4

AnalysisProcedure 6

4.5

LoadandLoadCombination 6

5.0

ANALYSISRESULTS 11

5.1

LoadandReactionSummaries 11

5.2

NominalStressCheck 11

5.3

PunchingShearStressCheck 11

6.0

APPENDIX 12

6.1

AppendixA:TransportationModel 12

6.2

AppendixB:FixedJointsReactionSummary 14

6.3

AppendixC:SupportMemberLoadPlots 33

6.4

AppendixD:MemberGroupSummary 34

6.5

AppendixE:JointCanSummary 44

1.0 EXCLUSIVESUMMARY

Thisreportsummarizesthedesigninput,assumptionandresultsofthejackettransportationstructuralanalysis.

Thejacketwillbetowedfromfabricationyardtoinstallationsiteby18000DWTSelf-propelledDeckCargoBarge(TaiAnKouorKangShengKou).Thepurposeoftheanalysisistoperformthestructuralstrengthcheckunderthetransportationconditions,inaccordingtotherequirementsofstructuraldesignspecificationof“DD-SPC-WHPA(JK)-ST-0001.One-thirdallowablestressesincreaseisusedforthecondition.

Thetransportationaccelerationsusedforthisanalysisareobtainedfrom“DD-RPT-WHPA(JK)-NA-0002JacketTransportationMotionAnalysis”.Bargemovingcriteriaarelistedintable1.0-1.

Table1.0-1BargeMovingCriteria

Heading

Surge

Sway

Heave

Roll

Pitch

Yaw

angle

(m/s2)

(m/s2)

(m/s2)

(deg/s2)

(deg/s2)

(deg/s2)

0

0.60

0.04

0.58

0.28

1.54

0.05

45

0.60

0.51

0.82

3.17

2.09

0.70

90

0.14

1.39

2.59

6.14

0.65

0.36

135

0.61

0.49

0.88

3.26

2.74

0.81

180

0.61

0.04

0.63

0.30

1.96

0.06

TheanalysisisperformedinaccordancewithAPIRP2A-WSD,21stEdition,2007,andtheSACSV8iVersion5.5.0.5programbyBentleyisusedtoperformtheanalysis.

Theresultsindicatethat：

Allmembers’UCvaluesarefoundtobelessthan1.0.Theresultsofnominalstresscheckindicatethatthejacketmembersareadequatelysized.

Jointpunchingshearresultsindicatethatalljointsmeetthecoderequirements.

INTRODUCTION

ThePingBei&HuangyanOil&gasfieldislocatedintheEastChinaSea,thePeople’sRepublicofChina.Itisapproximately425kmsoutheasttoShanghaiwithwaterdepthinthisareaisabout79.4-97.3m.ThedevelopmentofBYTgasfieldconsistsofonefixedsteeljacketplatforms(BYTWHPA),foursubseapipelinesandtwocompositecables.

Thejacketisafour-leg,eight-skirtpilesteelframestructurewithfivehorizontallevels.Thejacketfeatureseightpiecesof2134mmdiameterskirtpiles,withtwopilesateachofthefourjacketlegs.Thejacketincludesninepiecesof24”conductors,onepieceof8”riser,onepieceof10”riser,onepieceof14”riser,onepieceof14”riserforfuture,twopiecesof440mm(ID)diameterpumpcasing,twopiecesof700mm(ID)diameterpumpcasing,twopiecesof14”cablecasings(onecasingforfuture),oneboatlanding,twobargebumpersandotherappurtenances.

REFERENCES

Thecalculationscontainedinthisreportarebasedonthespecificationsgivenin:DD-SPC-WHPA(JK)-ST-0001,SpecificationforDesignofJacketStructure.

Specifically,thecodecheckresultsgiveninthisdocumentareobtainedfromthefollowingreferencesources:

AmericanPetroleumInstitute(API).APIRP2A-WSD-21st"RecommendedPracticeforPlanning,DesigningandConstructingFixedOffshorePlatforms-WorkingStressDesign",2007.

AmericanInstituteofSteelConstruction(AISC,Spec.S335)."SpecificationforStructuralSteelBuildings-AllowableStressDesignandPlasticDesign”,2005.

DESIGNINPUTS

BARGEPARAMETER

LengthWaterline

156m

BreadthMolded

36m

DepthMolded

10m

Load

18000T

ENVIRONMENTALCONDITION

ThewindloadactingonthejacketwascalculatedinaccordancewithAPIRP2A.Oneminutemeanwindvelocityof10-yrsreturnperiod21.78m/sshouldbetakenfortowinganalysis.Eightwinddirectionsin45-degreeincrement(0°,45°,90°,135°,180°,225°,270°and315°)shouldbeconsidered.Thewindloadincludesa10%contingencyisconsideredinthestructure.

STRUCTURALMODEL

SACScomputerprogramdevelopedbyBentleyofU.S.Aisusedintowinganalysis.

Thedetaildescriptionofpre-servicemodelsandtypicalelevationandplanviewwithjointnameandmembergrouplabelscanbefoundinReport”DD-RPT-WHPA(JK)-ST-0009ReportForJacketConstructionModel”.

TherollingandpitchingcenterandthejacketstructuralcentercoordinateusedarelistedinTable4.3-1,whichismatchedwiththereport“DD-RPT-WHPA(JK)-NA-0002”.

Table4.3-1Coordinateofcenter

Description

X(m)

Y(m)

Z(m)

RollingandPitchingCenter

-84.63

0

11.19

JacketStructuralCenter

-88.46

-0.20

29.86

ThejackettransportationarrangementisshowninDD-DWG-WHPA(JK)-NA-0001.Jackettie-downelementandboundaryconditionplotsarelistedinAppendixA.Jackettransportationmodelareshownasfollowing.

Fig4.3-13DModelforJacketTransportationStructuralAnalysis

Fig4.3-2SideViewofTransportationArrangement

ANALYSISPROCEDURE

Toanalyzeastaticloadingcondition,agapanalysiswascarriedouttoobtainthememberforcesbasedongravitysupportsatskidshoesonly.Tie-downscan’tbeargravityloadinthisanalysis.

Toanalyzethejacketfordynamicloadsduetowindforces.Gapelementsandtiedownswereperformedtoresistthewindforce.

Toanalyzethejacketfordynamicloadsduetobargeaccelerationforces.Gapelementsandtiedownswereperformedtoresisttheinertiaforce.TheSACS“TOW”programisusedtodeveloptheaccelerationforcesusingthepitch,rollangleswiththeperiod.

Toperformacombinationofthewindandinertialoads.

Toperformacombinationofthestaticanddynamicloads.

Toperformmemberstressesunitycheck&Jointcanpunchingshearstresscheck.

LOADANDLOADCOMBINATION

Thegravityloadsusedinthetransportationanalysisarejacketself-weightandappurtenanceweights.Theuncertainfactoris1.03forthejacketmainstructureweightand1.05forappurtenancesdeadweight.

TowmotionwhichlistedinTable4.4-1wasprovidedbymarineanalysis;referto“DD-RPT-WHPA(JK)-NA-0002,JACKETTRANSPORTATIONMOTIONANALYSIS”.

Table4.5-1Towmotion

Heading

Surge

Sway

Heave

Roll

Pitch

Yaw

angle

(m/s2)

(m/s2)

(m/s2)

(deg/s2)

(deg/s2)

(deg/s2)

0

0.60

0.04

0.58

0.28

1.54

0.05

45

0.60

0.51

0.82

3.17

2.09

0.70

90

0.14

1.39

2.59

6.14

0.65

0.36

135

0.61

0.49

0.88

3.26

2.74

0.81

180

0.61

0.04

0.63

0.30

1.96

0.06

Fig.4.5-1WaveDirections

TheloadsfromtheTOWanalysiscanbesummarizedasthefollowingtables:

Table4.5-2StaticLoadConditions

LCname

Description

Fx(KN)

Fy(KN)

Fz(KN)

WTOP

Staticweight

0.000

0.000

-32897.93

Table4.5-3WindLoadConditions

Loadcase

Description

WD01

Windload(0°)

WD02

Windload(45°)

WD03

Windload(90°)

WD04

Windload(135°)

WD05

Windload(180°)

WD06

Windload(225°)

WD07

Windload(270°)

WD08

Windload(315°)

Table4.5-4DynamicLoadConditions

LCname

Description

TR11

-Surge+Sway+Heave+Roll-Pitch+Yaw

TR12

-Surge+Sway+Heave-Roll-Pitch+Yaw

TR13

-Surge+Sway-Heave+Roll-Pitch+Yaw

TR14

-Surge+Sway-Heave-Roll-Pitch+Yaw

TR15

-Surge-Sway+Heave+Roll-Pitch+Yaw

TR16

-Surge-Sway+Heave-Roll-Pitch+Yaw

TR17

-Surge-Sway-Heave+Roll-Pitch+Yaw

TR18

-Surge-Sway-Heave-Roll-Pitch+Yaw

TR21

-Surge-Sway+Heave+Roll-Pitch+Yaw

TR22

-Surge-Sway-Heave+Roll-Pitch+Yaw

TR31

+Surge-Sway+Heave+Roll+Pitch+Yaw

TR32

+Surge-Sway+Heave+Roll-Pitch+Yaw

TR33

+Surge-Sway-Heave+Roll+Pitch+Yaw

TR34

+Surge-Sway-Heave+Roll-Pitch+Yaw

TR35

-Surge-Sway+Heave+Roll+Pitch+Yaw

TR36

-Surge-Sway+Heave+Roll-Pitch+Yaw

TR37

-Surge-Sway-Heave+Roll+Pitch+Yaw

TR38

-Surge-Sway-Heave+Roll-Pitch+Yaw

TR41

+Surge-Sway+Heave+Roll+Pitch+Yaw

TR42

+Surge-Sway+Heave+Roll+Pitch-Yaw

TR43

+Surge-Sway-Heave+Roll+Pitch+Yaw

TR44

+Surge-Sway-Heave+Roll+Pitch-Yaw

TR51

+Surge+Sway+Heave+Roll+Pitch-Yaw

TR52

+Surge+Sway+Heave+Roll+Pitch-Yaw

TR53

+Surge+Sway-Heave+Roll+Pitch-Yaw

TR54

+Surge+Sway-Heave+Roll+Pitch-Yaw

TR55

+Surge-Sway+Heave+Roll+Pitch-Yaw

TR56

+Surge-Sway+Heave+Roll+Pitch-Yaw

TR57

+Surge-Sway-Heave+Roll+Pitch-Yaw

TR58

+Surge-Sway-Heave+Roll+Pitch-Yaw

TR61

+Surge+Sway+Heave-Roll+Pitch-Yaw

TR62

+Surge+Sway-Heave-Roll+Pitch-Yaw

TR71

+Surge+Sway+Heave-Roll+Pitch-Yaw

TR72

+Surge+Sway+Heave-Roll-Pitch-Yaw

TR73

+Surge+Sway-Heave-Roll+Pitch-Yaw

TR74

+Surge+Sway-Heave-Roll-Pitch-Yaw

TR75

-Surge+Sway+Heave-Roll+Pitch-Yaw

TR76

-Surge+Sway+Heave-Roll-Pitch-Yaw

TR77

-Surge+Sway-Heave-Roll+Pitch-Yaw

TR78

-Surge+Sway-Heave-Roll-Pitch-Yaw

TR81

-Surge+Sway+Heave-Roll-Pitch+Yaw

TR82

-Surge+Sway+Heave-Roll-Pitch-Yaw

TR83

-Surge+Sway-Heave-Roll-Pitch+Yaw

TR84

-Surge+Sway-Heave-Roll-Pitch-Yaw

Table4.5-5Dynamic+WindLoadCombinedConditions

LCname

Description

TW11

TR11+WD01

TW12

TR12+WD01

TW13

TR13+WD01

TW14

TR14+WD01

TW15

TR15+WD01

TW16

TR16+WD01

TW17

TR17+WD01

TW18

TR18+WD01

TW21

TR21+WD02

TW22

TR22+WD02

TW31

TR31+WD03

TW32

TR32+WD03

TW33

TR33+WD03

TW34

TR34+WD03

TW35

TR35+WD03

TW36

TR36+WD03

TW37

TR37+WD03

TW38

TR38+WD03

TW41

TR41+WD04

TW42

TR42+WD04

TW43

TR43+WD04

TW44

TR44+WD04

TW51

TR51+WD05

TW52

TR52+WD05

TW53

TR53+WD05

TW54

TR54+WD05

TW55

TR55+WD05

TW56

TR56+WD05

TW57

TR57+WD05

TW58

TR58+WD05

TW61

TR61+WD06

TW62

TR62+WD06

TW71

TR71+WD07

TW72

TR72+WD07

TW73

TR73+WD07

TW74

TR74+WD07

TW75

TR75+WD07

TW76

TR76+WD07

TW77

TR77+WD07

TW78

TR78+WD07

TW81

TR81+WD08

TW82

TR82+WD08

TW83

TR83+WD08

TW84

TR84+WD08

Table4.5-6Static+Dynamic+WindLoadCombinedConditions

LCname

Description

TS11

TW11+WTOP

TS12

TW12+WTOP

TS13

TW13+WTOP

TS14

TW14+WTOP

TS15

TW15+WTOP

TS16

TW16+WTOP

TS17

TW17+WTOP

TS18

TW18+WTOP

TS21

TW21+WTOP

TS22

TW22+WTOP

TS31

TW31+WTOP

TS32

TW32+WTOP

TS33

TW33+WTOP

TS34

TW34+WTOP

TS35

TW35+WTOP

TS36

TW36+WTOP

TS37

TW37+WTOP

TS38

TW38+WTOP

TS41

TW41+WTOP

TS42

TW42+WTOP

TS43

TW43+WTOP

TS44

TW44+WTOP

TS51

TW51+WTOP

TS52

TW52+WTOP

TS53

TW53+WTOP

TS54

TW54+WTOP

TS55

TW55+WTOP

TS56

TW56+WTOP

TS57

TW57+WTOP

TS58

TW58+WTOP

TS61

TW61+WTOP

TS62

TW62+WTOP

TS71

TW71+WTOP

TS72

TW72+WTOP

TS73

TW73+WTOP

TS74

TW74+WTOP

TS75

TW75+WTOP

TS76

TW76+WTOP

TS77

TW77+WTOP

TS78

TW78+WTOP

TS81

TW81+WTOP

TS82

TW82+WTOP

TS83

TW83+WTOP

TS84

TW84+WTOP

ANALYSISRESULTS

LOADANDREACTIONSUMMARIES

DetailedresultsoffixedjointsreactionsummaryareshowninAppendixBandsupportmemberloadplotsareshowninAppendixCofthisreport.

NOMINALSTRESSCHECK

ThenominalstresscheckswereperformedbySACSaccordingtoAPIRP2A-WSD.SummaryofunitycheckvaluesforallmembergroupsislistedinAppendix

D.Allmembers’UCvaluesarefoundlessthan1.0.Theresultsofnominalstresscheckindicatethatthejacketmembersareadequatelysizedtoresisttheenvironmentalloadsandthatthemembersmeetthecoderequirements.

PUNCHINGSHEARSTRESSCHECK

TubularjointpunchingshearstresscheckswereperformedaccordingtoAPIRP2A-WSD.Thetransportationstructuralanalysisresultsindicatethatalljointsmeetthecoderequirements.ResultsarelistedinAppendixE.

APPENDIX

APPENDIXA:TRANSPORTATIONMODEL

Fig.6.1-1SupportJointatloadoutFrame

Fig.6.1-2SupportMemberatLoadoutFrame

Fig.6.1-3SupportMemberJoint

Fig.6.1-4SupportMemberElement

Fig.6.1-5Stillwatertransportationcaseboundarycondition

Fig.6.1-6Dynamicloadcaseboundarycondition

APPENDIXB:FIXEDJOINTSREACTIONSUMMARY

（从06-post文件夹中的后处理结果文件pstlst.cmb2-tran中搜索粘贴）

SACS-IVSYSTEMFIXEDJOINTSREACTIONFORCESANDMOMENTS

*********************KN****************************************KN-M*******************JOINTLOADFORCE(X)FORCE(Y)FORCE(Z)MOMENT(X)MOMENT(Y)MOMENT(Z)NUMBERCASE

0001

TS11

-362.072

-357.518

-791.683

0.000

0.000

0.000

TS12

-362.072

-357.518

-791.683

0.000

0.000

0.000

TS13

-396.955

-392.729

-871.799

0.000

0.000

0.000

TS14

-396.955

-392.729

-871.799

0.000

0.000

0.000

TS15

-376.737

-372.227

-824.064

0.000

0.000

0.000

TS16

-376.737

-372.227

-824.064

0.000

0.000

0.000

TS17

-411.621

-407.438

-904.180

0.000

0.000

0.000

TS18

-411.621

-407.438

-904.180

0.000

0.000

0.000

TS21

-761.754

-755.205

-1680.301

0.000

0.000

0.000

TS22

-811.352

-805.268

-1794.211

0.000

0.000

0.000

TS31

-422.035

-415.281

-932.726

0.000

0.000

0.000

TS32

-590.373

-582.536

-1305.185

0.000

0.000

0.000

TS33

-578.057

-572.766

-1291.055

0.000

0.000

0.000

TS34

-746.394

-740.021

-1663.514

0.000

0.000

0.000

TS35

-500.682

-492.479

-1103.703

0.000

0.000

0.000

TS36

-669.019

-659.734

-1476.162

0.000

0.000

0.000

TS37

-656.704

-649.964

-1462.032

0.000

0.000

0.000

TS38

-825.041

-817.219

-1834.491

0.000

0.000

0.000

TS41

235.321

230.117

510.124

0.000

0.000

0.000

TS42

358.808

362.660

790.498

0.000

0.000

0.000

TS43

182.479

176.779

388.763

0.000

0.000

0.000

TS44

305.966

309.322

669.137

0.000

0.000

0.000

TS51

469.157

464.667

1031.521

0.000

0.000

0.000

TS52

498.585

493.088

1096.974

0.000

0.000

0.000

TS53

431.431

426.587

944.877

0.000

0.000

0.000

TS54

460.859

455.008

1010.330

0.000

0.000

0.000

TS55

455.226

450.695

1000.762

0.000

0.000

0.000

TS56

484.654

479.117

1066.215

0.000

0.000

0.000

TS57

417.500

412.616

914.119

0.000

0.000

0.000

TS58

446.928

441.037

979.571

0.000

0.000

0.000

TS61

909.457

903.247

2011.848

0.000

0.000

0.000

TS62

856.614

849.909

1890.487

0.000

0.000

0.000

TS71

825.042

817.219

1834.492

0.000

0.000

0.000

TS72

656.704

649.964

1462.033

0.000

0.000

0.000

TS73

669.020

659.735

1476.163

0.000

0.000

0.000

TS74

500.683

492.480

1103.704

0.000

0.000

0.000

TS75

746.395

740.021

1663.515

0.000

0.000

0.000

TS76

578.057

572.766

1291.056

0.000

0.000

0.000

TS77

590.373

582.537

1305.186

0.000

0.000

0.000

TS78

422.036

415.282

932.727

0.000

0.000

0.000

TS81

-212.090

-215.277

-461.269

0.000

0.000

0.000

TS82

-105.594

-100.971

-219.473

0.000

0.000

0.000

TS83

-261.688

-265.340

-575.179

0.000

0.000

0.000

TS84

-155.192

-151.034

-333.383

0.000

0.000

0.000

0003

TS11

-405.756

-370.417

842.572

0.000

0.000

0.000

TS12

-405.756

-370.417

842.572

0.000

0.000

0.000

TS13

-348.961

-317.819

721.243

0.000

0.000

0.000

TS14

-348.961

-317.819

721.243

0.000

0.000

0.000

TS15

-428.978

-392.552

891.861

0.000

0.000

0.000

TS16

-428.978

-392.552

891.861

0.000

0.000

0.000

TS17

-372.182

-339.954

770.532

0.000

0.000

0.000

TS18

-372.182

-339.954

770.532

0.000

0.000

0.000

TS21

-1149.002

-1061.132

2413.803

0.000

0.000

0.000

TS22

-1068.249

-986.346

2241.295

0.000

0.000

0.000

TS31

-1328.553

-1243.201

2822.281

0.000

0.000

0.000

TS32

-1487.297

-1388.923

3153.767

0.000

0.000

0.000

TS33

-1074.527

-1007.947

2279.622

0.000

0.000

0.000

TS34

-1233.270

-1153.668

2611.107

0.000

0.000

0.000

TS35

-1425.489

-1331.764

3023.251

0.000

0.000

0.000

TS36

-1584.233

-1477.486

3354.737

0.000

0.000

0.000

TS37

-1171.463

-1096.510

2480.592

0.000

0.000

0.000

TS38

-1330.207

-1242.231

2812.077

0.000

0.000

0.000

TS41

-100.150

-100.014

230.888

0.000

0.000

0.000

TS42

-135.159

-139.961

313.763

0.000

0.000

0.000

TS43

-14.115

-20.337

47.096

0.000

0.000

0.000

TS44

-49.124

-60.284

129.971

0.000

0.000

0.000

TS51

421.036

384.677

-872.231

0.000

0.000

0.000

TS52

506.273

463.700

-1052.920

0.000

0.000

0.000

TS53

482.459

441.561

-1003.446

0.000

0.000

0.000

TS54

567.696

520.584

-1184.135

0.000

0.000

0.000

TS55

398.978

363.651

-825.412

0.000

0.000

0.000

TS56

484.215

442.674

-1006.101

0.000

0.000

0.000

TS57

460.401

420.536

-956.627

0.000

0.000

0.000

TS58

545.638

499.559

-1137.316

0.000

0.000

0.000

TS61

1153.241

1063.687

-2418.106

0.000

0.000

0.000

TS62

1239.276

1143.365

-2601.897

0.000

0.000

0.000

TS71

1330.207

1242.232

-2812.079

0.000

0.000

0.000

TS72

1171.464

1096.511

-2480.594

0.000

0.000

0.000

TS73

1584.234

1477.486

-3354.738

0.000

0.000

0.000

TS74

1425.490

1331.765

-3023.253

0.000

0.000

0.000

TS75

1233.271

1153.669

-2611.109

0.000

0.000

0.000

TS76

1074.528

1007.948

-2279.624

0.000

0.000

0.000

TS77

1487.297

1388.923

-3153.768

0.000

0.000

0.000

TS78

1328.554

1243.202

-2822.283

0.000

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