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1、一ljhk’(,★~}f-山東建筑大學(xué)碩士學(xué)位論文StudyandApplicationoftheSensorsOptimalPlacementDependsontheQRDecompositionMethodandtheEffectiveIndependenceAlgorithmintheLarge—scaleSteelStructureEngineeringHealthMonitoringABSTl認(rèn)CTThestructurehealthmonitoringhasbeenoneoftheresearchfocus,andthe
2、sensorsoptimalplacementisthekeystepofit,andtherearemanymonitoringdatacollectionmethods,thisarticlecomparedtheprinciples,classificationsandthecharacteristicsofthefiberBragggratingsensors,vibratingwiresensors,piezoelectricsensorsandsomeotherkinds;accordingtotheactualproj
3、ectsituation,thevibratingwiresensorswerechosenforthisproject,alsoprovidedgoodreferenceforsimilarprojectsUsingthemathematicaldescription,combiningthestructuraldynamicsandthemodalanalysistheory,thetheoreticalprinciplesofthevibrationsensorsoptimalplacementinthehealthmonit
4、oringarebasicallyelaborated;weintroducedsomerepresentativesensorsoptimalplacementprinciples,analyzedthebasicprinciplesoftheminimumerror-identifyguidelinesandtheoptimalplacementprinciplesdependonenergyandmodalassurance.Eightclassicoptimizationcalculatemethods(theeffecti
5、veindependencealgorithm,theQRdecompositionmethod,theeffectivestrainenergymethod,geneticalgorithm,theMACmethod,Guyanmodelreductionmethod,modalkineticmethod,andsingularvaluedecompositionmethod)wereStudied.Withcomparingtheircharacteristics,wethoughtusingboththeQRdecomposi
6、tionmethodandtheeffectiveindependencealgorithmtosomelarge—scalestructureengineeringhealthmonitoringsensorsoptimalplacementCanbemoreaccurateandreducetheiterationsoftheeffectiveindependencealgorithm,itissimplyoperatedandhi.gh—efficientlycalculated.Usetheresearchachieveme
7、nttooptimizethevibrationsensorsofthesteelbleachersoftheGrandTheatreConcertHall.FirstlyusingthegreatfiniteelementanalysissoftwareANSYStoestablishthemodel,outputthe.first10vibrationmodematrixofthesteelbleachers;secondly,usingtheMATLABlanguagetoexecutetheQRdecompositionto
8、the.一~’^kf■山東建筑大學(xué)碩士學(xué)位論文目錄摘要??????????????????????1ABSTRACT???????????????????··.1I第1章緒論1.1課題的研究背景和科學(xué)研究意義????????????一