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SACSTMSeminar Aug 09 Aug 192005Presentedby ZhaojiWang Topics NewSACS5 2installationIntroductionSACS5 2 What sNewSACSExecutiveTutorialProblemStructuralModelingstaticanalysisEarthquakeanalysisFatigueanalysisDynamicResponsePre ServiceAnalysis Introduction TheSACSSystemisanintegratedsuiteofprogramsforthedesignandanalysisofoffshorestructures Itissuitableforalltypesofstructures includingjackets topsides semi submersibles jack ups complianttowers subseacompletions spars andFPSOs EngineeringDynamics Inc wouldliketoinviteallattendeestosharetheircomments questionsandsuggestionsduringanyportionofthisseminar DataGeneration Interactivegraphicalmodeldatageneration SACSdatatextediting ExporttoAutoCAD PDMS and3DACIS SAT andVRMLmodels Environmentalloadsgeneration Launchandupendingloadsgeneration AnalysisType Linearstaticanalysis Non linearpile structureinteraction Dynamicanalysis equipmentvibration earthquakes deterministicandrandomwaves timehistory spectralwindetc Load outandtransportationincludingnon linearsupports Wavediffraction Non linearplasticcollapseanalysis Materialtake off Post processing CodecheckingtoAPI incl 21thedition AISC LRFD NPD DNV BS5950andDanishDS449codes Tubularjointpunchingshearchecking Fatiguedamageandlifecalculation deterministicandspectral Concretecodechecking Interactivegraphicalviewingofresults Extensivereportingcapability SACSTM5 2 What sNew Allactivemoduleupdatedto6 0WeightCapabilitiesimplementedintoLaunch FlotationandMotionmodulesGapmoduleupdatedforhandlingupto50000gapelements initialgapcanbedefinedonMEMB2lineExecutiveenhancedtorunSeastatebeforetowtoincludewindloadsfortransportationCollapsemoduleupdatedtoallowusertospecifyanenergylimitforaloadsequenceNewcodeinclude latestNORSOKN 004of2004Corrugatedplateimplementationnowincludingthebendingstiffnessinthecorrugatingdirection AddedtheabilitytorunwavetimehistoryalongwithforceandwindtimehistoryPile3DprogramnowusedforsinglepileanalysisinsteadofPile2D SACSExecutive TheSACSExecutiveprogramhasbeendesignedtoprovidetheuserwithaneasytouseandefficientfrontendutilityfortheSACSsystem ItcontrolsandconnectsallelementsoftheSACSsystembyprovidingaccesstoallSACSinteractiveprograms utilitiesandsystemsettings TheExecutivealsoprovidesaccesstorunfileprogrammoduleexecutioninadditiontouserdefinedprogramutilities TheSACSExecutiveprogrammaybeusedtocontroltheentireSACSsystem TheusermayexecuteanySACSprogramorutilityinadditiontosystemutilitiesdirectlyfromtheSACSExecutive SACSExecutive AbilitytolaunchanySACSinteractivegraphicsprogram CreaterunorexecutionfileforSACSrunfileprogrammodules Determinesinputfilesrequiredforanalysisexecutionandpromptsforeachinputfileorcandeterminerequiredfileautomatically AbilitytodetermineSACSoutputoptionsautomaticallyforrunfileexecutions Includesextendedpowerbuttonsforthemostcommontasksonthemainscreen Providescommandlinehelpwhenthemousepassesoveranypowerbutton AllowsaccesstoallSACSsystemandExecutivesettings AllowsuserspecificationoffileeditorandbrowsertobeusedbytheExecutive AbilitytoexecuteanyrunfileorexecutablefilewithoutleavingtheExecutive Completeon linehelpfacility ThefollowingaresomeofthefeaturesavailableintheSACSExecutiveprogram MainExecutiveScreen DesktopArea RunfileWizardTree ManualsArea StatusBar MenuBar ToolBar FileExplorer Worksheet RunfileWizard TutorialProblem Tasks Createaprojectnamed Tutorial Createtwomajortasks StructuralModeling and StaticAnalysis CreateModelfileusingPRECEDEandDatagenCreatejoints members definemembergroupandsectionproperties Definejointfixitiesandcreateloadcasesandloadcombinations DefineallowablestressmodifierandmodifyingoptionsCreaterunfileandperformstaticanalysis viewresults 2020 3 17 12 可编辑 TutorialProblem Theframeis10ftx20ft theuprightcolumnsare10 x10 x boxsectionsandthehorizontalbeamisanAISCW18X40wideflange Threeloadcaseswillbeconsidered LC 1isauniformdeadloadof 1 0kips ftalongthehorizontalbeam LC 2isa16kipsconcentratedwindload LC 3isaloadcombinationofLC 1and 2 eachat100 andfactoredat1 33 StructuralModeling CreatingThemodelWeightsandLoadsdefinitionsEnvironmentalLoadingAdditionalModelinformationLoadCombinationsCodeCheckParametersAnalysisoptions StaticAnalysis LinearstaticanalysisLinearstaticanalysiswithpilesoilinteractionMaster SlavedefinitionsMovingloadsCollapseanalysis EarthquakeAnalysis SpectralEarthquakeEarthquakeCollapse FatigueAnalysis SpectralFatigueSpectralWindFatigueTowFatigue DynamicResponseAnalysis ExtremewaveresponseExtremewindresponseEngineVibration Pre ServiceAnalysis NoloadgapLoadoutTowinertialoadgenerationSeastateinertialoadgenerationLaunchandPostLaunchFlotationandUpendingMotionandStability NewSACS6 0 OntheWayCompletelyNewinterfaceAutomaticRunfilegenerationacc
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