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响应面法结合form法进行结构可靠度分析 Title:StructuralReliabilityAnalysisCombiningResponseSurfaceMethodologyandFORMMethod Abstract: Structuralreliabilityanalysisplaysacrucialroleinengineeringdesignanddecision-makingprocesses.ThispaperintroducesamethodthatcombinestheResponseSurfaceMethodology(RSM)andtheFirst-OrderReliabilityMethod(FORM)toeffectivelyanalyzethereliabilityofstructures.TheRSMisusedtomodeltherelationshipsbetweeninputvariablesandoutputresponse,whiletheFORMisemployedtoestimatethefailureprobabilitybysolvingareliabilityequationiteratively.Thecombinationofthesetwomethodsallowsengineerstoaccuratelyestimatethereliabilityofstructureswhileminimizingcomputationalefforts. Keywords:structuralreliabilityanalysis,responsesurfacemethodology,first-orderreliabilitymethod,failureprobability,computationalefficiency. 1.Introduction Structuralreliabilityanalysisiscommonlyusedtoassessthesafetyandperformanceofengineeringstructures,suchasbridges,buildings,andaerospacecomponents.Theanalysishelpsengineersdeterminetheprobabilityoffailureundervariousloadingconditionsanduncertainties.AtraditionalapproachtoanalyzestructuralreliabilityisbyperformingMonteCarlosimulations,whichcanbecomputationallyexpensive,especiallyforcomplexsystems.Therefore,alternativemethodsthatoffercomputationalefficiencyandaccuracyareneeded.ThispaperaddressesthisneedbyintroducingacombinedapproachofResponseSurfaceMethodology(RSM)andFirst-OrderReliabilityMethod(FORM). 2.ResponseSurfaceMethodology(RSM) 2.1PrinciplesofRSM RSMisastatisticalmodelingtechniqueusedtocreateanapproximationmodelthatidentifiestherelationshipsbetweeninputvariablesandoutputresponses.Theapproachaimstocapturethebehaviorofcomplexsystemswithalimitednumberofexperimentsorsimulations.RSMisparticularlysuitableforanalyzingsystemswithmultipleinputvariablesandnonlinearrelationships. 2.2ApplyingRSMinStructuralReliabilityAnalysis Instructuralreliabilityanalysis,RSMcanbeusedtoconstructasurrogatemodelthatapproximatesthelimitstatefunction,whichdefinestheboundarybetweensafeandfai