简介:AccordingtoLorenz,chaoticdynamicsystemshavesensitivedependenceoninitialconditions(SDIC),i.e.,thebutterfly-effect:atinydifferenceoninitialconditionsmightleadtohugedifferenceofcomputer-generatedsimulationsafteralongtime.Thus,computer-generatedchaoticresultsgivenbytraditionalalgorithmsindoubleprecisionareakindofmixtureof'true'(convergent)solutionandnumericalnoisesatthesamelevel.Today,thisdefectcanbeovercomebymeansofthe'cleannumericalsimulation'(CNS)withnegligiblenumericalnoisesinalongenoughintervaloftime.TheCNSisbasedontheTaylorseriesmethodathighenoughorderanddatainthemultipleprecisionwithlargeenoughnumberofdigits,plusaconvergencecheckusinganadditionalsimulationwithevensmallernumericalnoises.Intheory,convergent(reliable)chaoticsolutionscanbeobtainedinanarbitrarylong(butfinite)intervaloftimebymeansoftheCNS.TheCNScanreducenumericalnoisestosuchalevelevenmuchsmallerthanmicro-leveluncertaintyofphysicalquantitiesthatpropagationofthesephysicalmicro-leveluncertaintiescanbepreciselyinvestigated.Inthispaper,webrieflyintroducethebasicideasoftheCNS,anditsapplicationsinlong-termreliablesimulationsofLorenzequation,three-bodyproblemandRayleigh-Bénardturbulentflows.UsingtheCNS,itisfoundthatachaoticthree-bodysystemwithsymmetrymightdisruptwithoutanyexternaldisturbance,say,itssymmetry-breakingandsystem-disruptionare'self-excited',i.e.,out-of-nothing.Inaddition,bymeansoftheCNS,wecanprovidearigoroustheoreticalevidencethatthemicro-levelthermalfluctuationistheoriginofmacroscopicrandomnessofturbulentflows.Naturally,muchmoreprecisethantraditionalalgorithmsindoubleprecision,theCNScanprovideusanewwaytomoreaccuratelyinvestigatechaoticdynamicsystems.
简介:Theproblemofrecognizingnaturalscenes,suchaswater,smoke,fire,wind-blownvegetationandaflockofflyingbirds,isconsidered.Thesescenesexhibitthecharacteristicdynamicpattern,buthavestochasticextent.Theyarereferredtoasdynamictexture(DT).Inreality,thediversityofDTsondifferentviewpointsandscalesareverycommon,whichalsobringgreatdifficultytorecognizeDTs.Inthepreviousstudies,duetonoconsideringofthedeformableandtransientnatureofelementsinDT,themotionestimationmethodisbasedonbrightnessconstancyassumption,whichseeminappropriateforaggregateandcomplexmotions.Anovelmotionmodelbasedonrelativemotionintheneighborhoodoftwo-dimensionalmotionfieldsisproposed.Theestimationofnon-rigidmotionofDTsisbasedonthecontinuityequation,andthenthelocalvectordifference(LVD)isproposedtocharacterizeDTlocalrelativemotion.SpatiotemporalstatisticsoftheLVDsisusedastherepresentationofDTsequences.ExcellentperformancesofclassifyingallDTsinUCLAdatabasedemonstratethecapabilityoftheproposedmethodindescribingDT.
简介:Unmannedaerialvehicles(UAVs)mayplayanimportantroleindatacollectionandoffloadinginvastareasdeployingwirelesssensornetworks,andtheUAV’sactionstrategyhasavitalinfluenceonachievingapplicabilityandcomputationalcomplexity.Dynamicprogramming(DP)hasagoodapplicationinthepathplanningofUAV,butthereareproblemsintheapplicabilityofspecialterrainenvironmentandthecomplexityofthealgorithm.BasedontheanalysisofDP,thispaperproposesahierarchicaldirectionalDP(DDP)algorithmbasedondirectiondeterminationandhierarchicalmodel.WecompareourmethodswithQ-learningandDPalgorithmbyexperiments,andtheresultsshowthatourmethodcanimprovetheterrainapplicability,meanwhilegreatlyreducethecomputationalcomplexity.
简介:Forevaluationofthepermanentdeformationofaseaembankmentunderstochasticearthquakeexcitation,arobustdynamicriskanalyticalmethodispresentedbasedonconventionalpermanentdeformationanalysisandstochasticseismicresponseanalysis.Thismethodcanpredictnotonlythemeanvalueofmaximumpermanentdeformationbutalsothereliabilitycorrespondingtodifferentdeformationcontrolstandards.TheearthquakemotionismodelledasastationaryGaussianfilteredwhitenoiserandomprocess.Thepredictedaveragemaximumhorizontalpermanentdisplacementisinagreementwiththeconventionalresult.Furtherstudiedarethereliabilityofpermanentdeformationduetostochasticwavedetailsatoneseismicmotionlevelandtheriskofpermanentdeformationduetostochasticseismicstrength,i.e.,themaximumaccelerationinalongperiod.Therefore,itispossibletomaketheoptimaldesignintermsofsafetyandeconomyaccordingtotheimportanceofaseaembankment.Itissuggestedthattheimprovedstochasticseismicmodelthatcancatchthebehaviorofthenon-stationaryrandomprocessforseaembankmentsshouldbefurtherstudiedinfuture.
简介:Aninvestigationoftheventilatedsupercavitationforasupercavitatingvehiclepitchingupanddowninthesupercavitywascarriedoutinahigh-speedwatertunnel.Theemphasisislaidontheunderstandingoftheinteractionofthevehicleaftbodywiththecavityboundary.Theflowcharacteristicsweremeasuredandthestabilityofsupercavitingflowwithdifferentpitchingfrequenciesandamplitudeswasanalyzed.Inparticular,theobjectivesofthisstudyaretounderstandtheeffectoftheimpactuponthecavitydistortion,andtoquantifytheimpactprocessbyinvestigatingtheevolutionofthepressureinsidethecavityandthentheloadsonthevehicleduringthepitchingmotion.Itisalsoshownthattheevolutionofthepressuredetectedindifferent,asinsidethesupercavity,iscoherentanduniformduringtheperiodsofthepitchingmotion.Thisstudyisofdirectrelevancetoreliableandaccuratepredictionofhydrodynamicloadsassociatedwiththeslammingandimpactonsupercavitatingvehicles.
简介:Thedynamicmechanicalpropertiesofwoodpowder/polypropylenecompositeswithdifferentwoodcontenttreatedanduntreatedwiththecompatibilizerhavebeenstudied.Ithasbeenfoundthatadditionofwoodpowdersandthecompatibilizercanbothimprovetheviscoelasticityofcomposites.Glasstransitiontemperature(Tg)ofappropriatewoodpowder-filledcompositesdecreased.Thevalueforthestoragemodulus(G')increasedgraduallywithincreasingwoodpowdercontent.Theadditionofthecompatibiliz...
简介:Anintervaloptimizationmethodforthedynamicresponseofstructureswithintervalparametersispresented.Thematricesofstructureswithintervalparametersaregiven.Combiningtheintervalextensionwiththeperturbation,themethodforintervaldynamicresponseanalysisisderived.Theintervaloptimizationproblemistransformedintoacorrespondingdeterministicone.Becausethemeanvaluesandtheuncertaintiesoftheintervalparameterscanbeelecteddesignvariables,moreinformationoftheoptimizationresultscanbeobtainedbythepresentmethodthanthatobtainedbythedeterministicone.Thepresentmethodisimplementedforatrussstructure.Thenumericalresultsshowthatthemethodiseffective.
简介:Thispaperstudiesdynamicpricingandcooperativeadvertisingstrategiesinatwo-memberchannelofdistribution.Weproposedifferentialgamemodelsthatincorporatethecarryovereffectsofadvertisingovertimeforbothmanufacturerandretailer.Twodifferentmodelsarestudied.Firstly,wediscussedanon-cooperativedifferentialgamewhichthemanufacturersupportspartiallythecostofthepromotionactivities.Secondly,bothchannelmemberscooperativelydeterminetheirrespectivestrategies.Inthesetwocases,dynamiccooperativeadvertisingandpricingstrategiesarecharacterized.Thennumericalsimulationmethodisappliedtoanalyzethesensitivityofmainmodelparametersandcomparethemainresultsofthetwomodels.Thesimulationresultsshowthatthecooperativemodelachievesbettercoordinationthanthenon-cooperativemodelwiththefollowingfeatures:allchannelmembersachievehigheradvertisingeffortsandprofitlevelinthecooperativecaseratherthanindienon-cooperativecase.
简介:Thesubsea动态起床人底(SDRB)是为漂浮的生产站台绳索系统的设备的一重要的片。一结束被连接,带热扩大负担和其它结束的一条僵硬管道,带灵活起床人的动态负担僵硬管道被连接到一个灵活起床人,它的功能因此是在灵活起床人和在海床上修理灵活起床人的僵硬管道之间的一个转变连接。作为一个典型subsea产品,在另一方面,设计将为subsea产品满足标准的要求。由学习尖的干舷和subsea管道的压力analysisphilosophy,为SDRB的尖压力分析的一个物理模型和过程被建立了。负担被考虑了的不利设计的条件,和从僵硬管道和动态负担灵活性的静态的负担的联合也被优化了。并且在为有检查规则的尖应力的AMSE,DNV和API标准之间的比较分析被做了。因为SDRB属于subsea管道终端产品,DNV标准的使用尖应力被推荐检查它的进程。最后,这个过程SDRB的尖应力被计算了,并且结果证明夹克衫管子和SDRB的搬运人管子压力处理尖当whole.The舱壁不能被在详细分析使用FEA软件ANSYS的AutoPIPE软件精确地模仿,满足DNV标准,但是检查结果将仍然满足DNV标准的要求。
简介:—Effectivestressanalysisisperformedtoevaluatetheresidualdisplacementofacaissonquaywallduring1994Hokkaido-Toho-OkiEarthquakeand1993Kushiro-OkiEarthquake.Theconstitutivemodelusedinthisstudyisamultipleshearmechanismtypedefinedinstrainspaceandcantakeintoaccounttheeffectofrotationofprincipalstressaxis.Theearthquakeaccelerationsrecordedattheoutcroppingrockduringtheearthquakeareusedasinputbedrockmotion.Theresultsoffiniteele-mentanalysisareingoodagreementwiththeobservedbehaviourofthequaywall.Theanalysisalsoindi-catesthatliquefactionandhighexcessporewaterpressurehaveasignificanteffectonthedeformationofthecaisson.Soilimprovementisspeculatedasthemostreliablemeasuresagainstliquefaction.Theinflu-enceofsoilimprovementandthereasonableimprovedareaarediscussedinthepaper.
简介:Theresultsofmathematicalmodellingofunsteadyflowconditionscoupledwithspecificsedimenttransportrelationsarepresentedhere.SimultaneoussolutionsofthedeSaintVenantequationswiththreedifferenttransportrelations,namelytheEngelund-Hansenequation,Grafequation,andanempiricalequationarepresented.TheresultsobtainedwerecomparedwiththosefromtheFluvial-12programunderthesameinputconditionsandreasonablecorrelationwasobserved.Theadvantagesofthecoupledmethodforsimultaneoussolutionoftheequationscompriseahigherdegreeofaccuracy,thepossibilityofintroductionofanydesiredtransportequationintothemodelandthepossibilityofintroducinganyboundaryconditionsintothemodelalongsideacompleteunsteadyflowmodelling.
简介:反公羊保护桩系统,在大楼和基础结构附近被安装,能阻止非法的车辆进入,从忍受车辆的即席创作的爆破装置(VBIED)维持距离并且减少相应损坏。与一个固定保护桩系统相比,当当需要时,它能被移开,一个可移动的保护桩系统提供更多的灵活性。这份报纸首先建议评估K4的可移动的反公羊保护桩系统的一种新类型。模仿撞击保护桩系统的车辆的碰撞,一个有限元素模型然后通过数字模拟结果和存在试验性的结果的比较被造并且验证。基于直角的设计方法,影响这个建议系统的安全和经济的因素根据他们的重要性被检验并且排序。一个最佳的设计计划然后被生产。最后,策划验证建议设计的有效性,包括影响测试的二前面影响测试和二个方面,四动态影响测试根据BSI说明被进行了。标本的剩余旋转角度比30o小并且满足BSI说明的要求。