简介:Thefastturnoverofsoftwaretechnologies,inparticularinthedomainofinteractivity(coveringuserinterfaceandvisualisation)makesitdifficultforasmallgroupofpeopletoproducecompleteandpolishedsoftware-toolsbeforetheunderlyingtechnologiesmakethemobsolete.AttheHepVis'99workshop,aworkinggrouphasbeenformedtoimprovetherpoductionofsoftwaretoolsfordataanalysisinHENP.Besidepromotingadistributeddevelopmentorganisation,onegoalofthegroupistosystematicallydesignasetofabstractinterfacesbasedonusingmodernOOanalysisandOOdesigntechniques.Aninitialdomainanalysishascomeupwithseveralcategories(componets)foundintypicaldataanalysistools:historams,Ntuples,Functions,Vectors,Fitter,Plotter,AnalyzerandController,SpecialEmphasiswasputonreducingthecouplingsbetweenthecategoriestoaminimum,thusoptimisingre-useandmaintainabilityofanycomponentindividually.TheinterfaceshavebeendefinedinJavaandC++andimplementationsexistintheformoflibrariesandtoolsusingC++(Anaphe/Lizard,Openscientist)andJava(JavaAnalysisStudio),AspecialimplementationaimsataccessingtheJavaLiraries(throughtheirAbstractInterfaces)fromC++.ThispapergiveranoverviewofthearchitectureanddesignofthevariouscomponentsfordataanalysisasdiscussedinAIDA.
简介:Thispaperanalyzesnanobridgetestswithconsiderationofadhesivecontactdeformation,whichoccursbetweenaprobetipandatestednanobeam,anddeformationofasubstrateortemplatethatsupportsthetestednanobeam.Analyticaldisplacement-loadrelation,includingadhesivecontactdeformationandsubstratedeformation,ispresentedhereforsmalldeformationofbending.Theanalyticresultsareconfirmedbyfiniteelementanalysis.Ifadhesivecontactdeformationandsubstratedeformationarenotconsideredintheanalysisofnanobridgetestdata,theymightleadtolowervaluesofYoung'smodulusoftestednanobeams.
简介:ByusingtheformuladerivedinPart(Ⅰ),theinstantresponseofanunrestrainedplanarframestructuresubjectedtotheimpactofamovingrigid-bodyareevaluatedandanalysed.Theimpactforce-timehistorybetweenthestructureandthemovingrigid-body,shearforceandbendingmomentdistributionalongthebeams,axialforcedistributionalongthebarswerecalculated.Thewavepropagationphenomenaofthelongitudinalwaveinthebars,theflexuralandshearwavesinthebeamswerealsoanalysed.Thenumericalresultsshowthatthetimedurationofimpactforceiscontrolledbytheflexuralwaveandthelongitudinalwave;thesheareffectinbeamsshouldnotbeneglectedintheimpactresponseanalysisofstructures.
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简介:Differentialproteinsexpressinginectopicandeutopicendometriawereinvestigatedbymeansofproteomicanalysis.Fivepatientsinsecretaryphasewerediagnosedasendometriosisbylaparoscopy.Thefiveectopicendometria(twoatstageⅡ,twoatstageⅢandoneatstageIV)andfiveeutopicendometriaweresurgicallyexcised.One-dimensionalelectrophoresiscoupledwithliquidchromatographyandmassspectrometrywasusedtoscreenandidentifydifferentialproteins.Threedifferentialbandsinone-dimensionalelectrophoresiswereresolvedbyliquidchromatographyandmassspectrometryand14up-regulatedproteinswereidentified,includingcollagenα-1,α-2,α-3(VI),α-1(XIV)chain,actin,annexinA2,EMILIN-1,ferritinlightpolypeptidevariant,fucosyltransferase10,myosin-9,proteinS100-A9,KIAA1783protein,andtwohypotheticalproteins.Ourdataprovidesalistofpotentialbiomarkersforendometriosis.Theidentificationsmaybeusedtodevelopnewdiagnosesforendometriosis.
简介:NewexperimentsincludingthoseattheLHCwillrequireanalysisofverylargedatasetswhicharebesthandledwithdistributedcomputation.WepresentthedesignanddevelopmentofaprototypeframeworkusingJavaandObjectivity.Ourframeworksolvessuchanalysis-specificproblemsasselectingeventsamplesfromlargedistributeddatabases.producingvarialbedistributions,andnegotiatingbetweenmultipleanalysisserviceproviders.ExamplesfromthesuccessfulapplicationoftheprototypetotheanalysisofdatafromtheL3experimentwillalsobepresented.
简介:Inthispaper,weareinterestedinHSSpreconditionersforsaddlepointlin-earsystemswithanonzero(2,2)-thblock.WestudyanapproximationofthespectraofHSSpreconditionedmatricesandusetheseresultstoillustrateandexplainthespectraobtainedfromnumericalexamples,wherethepreviousspectralanalysisofHSSprecon-ditionedmatricesdoesnotcover.
简介:E.Zeidlerin[10]mentionsthattransversalityiscertainlyoneofthemostimportantconceptsofmodernmathematics,whichprovidedananswertothequestion:whenisthepreimageofamanifoldamanifold.Thisisthecelebratedtransversalitytheorem,whichhasbeenappliedwidelytodifferentialtopologyanddynamicsystemin[1,2]and[3].
简介:Givenasetofsignals,aclassicalconstructionofanoptimaltruncatablebasisforoptimallyrepresentingthesignals,istheprincipalcomponentanalysis(PCAforshort)approach.Whentheinformationaboutthesignalsonewouldliketorepresentisamoregeneralproperty,likesmoothness,adifferentbasisshouldbeconsidered.OneexampleistheFourierbasiswhichisoptimalforrepresentationsmoothfunctionssampledonregulargrid.ItisderivedastheeigenfunctionsofthecirculantLaplacianoperator.Inthispaper,basedontheoptimalityoftheeigenfunctionsoftheLaplace-Beltramioperator(LBOforshort),theconstructionofPCAforgeometricstructuresisregularized.Byassumingsmoothnessofagivendata,onecouldexploittheintrinsicgeometricstructuretoregularizetheconstructionofabasisbywhichtheobserveddataisrepresented.TheLBOcanbedecomposedtoprovidearepresentationspaceoptimizedforbothinternalstructureandexternalobservations.Theproposedmodeltakesthebestfromboththeintrinsicandtheextrinsicstructuresofthedataandprovidesanoptimalsmoothrepresentationofshapesandforms.
简介:TheCMSOOreconstructionprogram-ORCA-hasbeenusedsince1999toproducelargesamplesofreconstructedMonte-Carloeventsfordetectoroptimization,triggerandphysicsstudies,TheeventsarestoredinseveralObjectivityfederationsatCERN,intheUS,Italyandothercountries.ToperformtheirstudiesphysicistsusedifferenteventsamplesrangingfromcompletedatasetsofTBytesizetoonlyafeweventsoutofthesedatasets.WedescribetheimplementationoftheserequirementsintheORCAsoftwareandthewaycollctionsofeventsareaccessedforreading,writingorcopying.
简介:Trafficruleisakeyfactoraffectingtrafficflowandsafety.Wedevelopourmodels,includingthecellularautomatatrafficflowmodelaswellasthelinearregressionone,aimingatcalculatingtrafficflowandevaluatingsafetyconditionswithvariedtrafficrules.Then,wethoroughlyinvestigatefourtypesofpathsinafreeway,namelytwostraightlanes,threestraightlanes,ramps,androundaboutsascasestudiesanddiscussthedifferenttrafficrulesascomparison.Theresultsdemonstratethat“Keep-Right-Except-To-Pass”ruleisnotaseffectiveasthefreeruleinpromotingtrafficflow;however,thisruleensuressafetyfordriversbetterthanthefreerule.Additionally,anewtrafficrule,whichsetsdifferentpostedspeedlimitsforadjacentlanes,isproposedtopromotebettertrafficflowwithsafetyrequirementssatisfied.Furthermore,weapplyeffectiverulesandalternatives,leftdrivingnormsaswellasintelligentsystemasextensionandobtainbetterresults.Finally,model’ssensitivityanalysisregardingtoprobabilityofdeceleratingandpostedspeedlimitsprovesthestabilityofourresults.
简介:与联系的谎言点对称新(2+1)维的KdVequationu_t+3u_xu_y+u_(xxy)=0被调查。一些类似减小被解决相应特战程导出。为这个方程的Painleve分析也被介绍,孤立子答案从Baecklund转变直接被获得。