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EPJmanuscriptNo. (willbeinsertedbytheeditor) Imitation dynamics in a game of traffic G.H.Paissan1 andG.Abramson2a 1 ConsejoNacionaldeInvestigacionesCientíficasyTécnicas,CentroAtómicoBarilocheandCentroRegionalUniversitarioBariloche-UNCo, 8400Bariloche,RíoNegro,Argentina 2 ConsejoNacionaldeInvestigacionesCientíficasyTécnicas,CentroAtómicoBarilocheandInstitutoBalseiro,8400Bariloche,RíoNegro, Argentina 3 1 Received:date/Revisedversion:date 0 2 Abstract. Westudyamodeloftrafficwheredriversadoptdifferentbehavioralstrategies.Thesecanbecooperativeor n defectiveaccordingtoadriverabidingornotbyatrafficrule.Driverscanchangetheirstrategybyimitatingthemajority, a J witharulethat depends on thestrategieswithwhichtheyhaveinteracted. Theseinteractionsoccurat intersections, wherevehiclespayatemporalcostaccordingtotheirstrategy.Weanalyzetheconditionsunderwhichdifferentstrategy 7 compositionsrepresentanadvantageinthesystemvelocity.Wefoundthatthecooperators’meanspeedishigherthan 1 thedefectors’evenwhenthevehicledensityislarge.However,defectorscanobtainbenefitsintheirmeanspeedwhen ] theyareaminorityinanessentiallycooperative population. Thepresenceofacoreofeducated drivers,whopersist O firmly in a cooperative behavior, optimizes the speed in the system, especially for intermediate values of vehicular A densityandhighertemporalcosts. . n PACS. 89.65.-a Tansportation;urbantraffic–02.50.Le Gametheory–02.70.-c Computationaltechniques;simula- i tions l n [ 1 Introduction fluid—characterized by a spatial density and a velocity field. 1 On a different vein, “microscopic” models that treat the mo- v 0 Vehiculartrafficdynamicshasreceivedconsiderableattention tion of each vehicle separately have been developedas a par- 3 since,atleast,themiddleofthetwentiethcentury.Inthedecades allel line of research. Microscopicmodelsemphasizethe role 1 thatfolloweddifferentpointsofviewhavebeenusedtotackle played by the (non linear) interactions between vehicles. The 4 differentfeaturesofthemanyproblemsassociatedwithtraffic. interestofphysicistsintrafficproblemsreceivedanenormous 1. The interest of these hardly needs justification: the many as- boostwiththeworkofNagelandSchreckenberg[5].Thereex- 0 pectsoftraffichaveenormousimpactinourcivilization,with istverydetailedmicroscopicmodelsthatservethepurpose of 3 applications in many fields, ranging from engineering to the analyzing mostly local situations. Such level of detail is still 1 social sciences. The volume of traffic flow has quickly over- prohibitive in the study of large scale features of traffic flow. : passedthecapacityofthecitiesandhighways,onceandagain, Nagel-Schreckenbergmodelsandothers,ontheotherhand,ex- v i countryaftercountry,makingtheunderstandingofitsdynamic ploitthe moremanageablerepresentationoftraffic as cellular X an imperative in many societies. The problems of infrastruc- automata. r ture and urbandevelopmentable to accommodatean increas- In this work we present a bidimensional model of traffic a ingflowrangeresideatoneendofthespectrum.Attheother where drivers operate with different behavioral strategies. In endthereareaspectsofeducation,socialplanningandlawen- thisframeworkwe introducea dynamicofimitationbasedon forcement,aimingathelpingtheflowinthebestinterestofthe the types of strategies faced by driversat each intersection of society. Many other ancillary problems lay in between: con- a city. Our aim is to get an insight about how the interaction gestion,pollutionmanagement(includingnoiseandvibration), betweendriverswith distinctivebehaviorscan influencea 2D optimization of energetic resources, economics, reduction of [6] traffic flow. Specifically, we study a system where part of accidents and casualties, parking, public transportation alter- theagentsrespectsa traffic rule,while othersignoreit. It is a natives,remotemonitoring,robotization,etc. verycommonsituationinmanycountrieswithpoortrafficedu- The complex spectrum of mathematical traffic models is cation,fromwhichanimitationbehavior,“doastheothersdo,” well documented in the reviews by Helbing and Chowdhury usually emerges.In such a context,we explorethe effectthat [1,2].TheinfluentialworksofLighthillandWhitham[3],and the introductionof a core of “well educated” drivers, abiding then of Richards [4], are based on a macroscopic approach bythelaw,affectsthecollectivebehaviorandtheefficiencyof in which traffic is considered a continuous medium—like a thesystemintermsof,forexample,speed. Sendoffprintrequeststo:GabrielH.Paissan Inthe vastliteratureontraffictherearefewstudieswhich a address:[email protected] use the tools of game theory. Yet, the behaviorof driverscan 2 G.H.Paissan,G.Abramson:Imitationdynamicsinagameoftraffic easilyandadequatelybetreatedasastrategyinthegamethe- tions.Thisruleiswidelyusedincountrieswithright-handtraf- oretical sense. The framework we follow in the present work fic,andappliedatallintersectionswhereitisnotoverriddenby is reminiscentof otherstudies in the dynamicsof pedestrians prioritysignsortrafficsignals,neitherofwhicharepresentin [7,8,9].Inparticular,Baeketal.[10]haveanalyzedacellular our model. Drivers are either cooperators (who abide by the automatonwhereagentsmovealongapassagewayinbothdi- rule,andyieldtodriverscomingfromtheirright)or defectors rections.Whenencounteringotheragentstheytakeasteptothe (whoignoretherule). rightwithprobabilitypandtotheleftwithprobability1−p.In When two vehicles approach an intersection at the same thisway,theyplayacoordinationgameinwhichtwostrategies timethereisaninteractionthatdeterminestheorderofcross- areconsidered:trafficruleabidersandtrafficruleignorers. ing and the time involved. There may be four differentsitua- Other game theoretical approaches have been applied on tions according to the drivers’ strategies, as follows. (i) Both networksoftransportationapproachedfromaneconomicpoint drivers are cooperators. One of them gives way to the other, of view [11,12]. Certainly, there are manyinstances were the whohasrightofwayaccordingtopriorityoftheright.(ii)The mathematicsofcooperatinganddefectingstrategies,ofimita- driver coming from the right is a defector, and the other is a tion and education,can be applied in traffic systems. The ed- cooperator.Thissituationisanalogousto(i),sincethecooper- ucation of traffic rulesis perhapsthe epitomewhere the need atoryieldstothedefector,andthedefectorjustignorestherule. ofreachingaconsensusofcooperationinthesystemproduces (iii) The cooperatorapproachesfrom the right, and the other a globalbenefit. A similar problemin a more abstract setting driverisadefector.Thisisthereverseof(ii).Thedefectordoes hasbeenstudiedin[13],andweaimtoapplyingsomeofthose notyield,while the cooperatorassumeshis rightto cross and ideashere. attemptstodoit.Inthiscasewesupposethatsometimeislost inthefakepass.(iv)Bothdriversaredefectors.Inthissituation wesupposeacollisionthatentailsalongerlossoftimethanin 2 Model case(iii).Thetimethatadriverneedstocrosstheintersection canbeusedasameasureofthecostinvolvedinthegamesitua- With the purpose of obtaining an insight of the mechanisms tion,analogoustothepayoffoftheusualformulationofformal operatingbehindtheemergentcollectivepatterns,we analyze games.The loss of time that occursin situations(iii) and (iv) asimplemodelthatcontainsenoughingredientsfromthereal canbeasubstantialcontributiontothecumulativecost,andcan systems. The model city is a square with straight streets ar- beinterpretedaspassfakes,finesorevencrashes.Thecrosses ranged in a regular lattice. For the sake of simplicity in the actuallyhappenonlyiftheslotjustaheadoftheintersectionis description, imagine that the streets run either in the North- free.Figure1showsacartoonsummarizingthedescriptionof Southdirection(thelongitudinalstreets)ortheEast-West(the thesystem. transversalstreets).Allstreetsareone-way,single-laneroads. The costs involved in rules (i) to (iv) are summarized in The direction of traffic alternates in both sets of streets, as is the following table, that show the time in units of simulation usualinmanyrealworldsituations. steps.Aleft(right)driverisadriverapproachingtheintersec- The vehicles are modelled as a cellular automaton. A car tionfromtheleft(right)oftheotherdriver.Adriverthatyields can occupythe space betweentwo intersections,and advance losesatimestep,incurringintoacostof2forcrossing.Thepa- oneblockateachtime stepof theautomatondynamics.Dou- rametersaandbcharacterizethedelayincurredintoincaseof ble occupancy of the blocks is not allowed: the cars can ad- moreseriousinteractions.Observethat,intheinteraction(iii), vanceonlyiftheblockaheadisempty.Interactionofcarsoccur weassumethatbothdriverslosethesametime,a.Thisisasim- onlyattheintersections,inamannerthatwillbedescribedbe- plificationofasituationthatcouldbe,ofcourse,morecomplex low.Wekeepaconstantnumberofvehiclesbyallowingthose inreallife.Forexample,thecooperatormightstopcompletely, driversthatexitthelatticefromabordertoreenterthesystem. theoffendingdefectorcross,andthenthecooperatorcontinue To preventartifacts that a periodic boundaryconditionwould his way. This could be implemented in the present formula- produceintherathersmallsystemsweusetomimicthestreets tion with an additionalparameter c>a for the cooperator.A ofarealworldcity,thesecarsarerandomlyreturnedtoempty sensiblechoice,inthepresentcellularautomatonformulation, slotsattheborderofanystreet,regardlessthestreetfromwhich wouldbec=a+1.Theresultsdonotchangesignificantlyin theycameout. such a case, reflecting a robustness of the modelwith respect The dynamics proceeds in discrete steps. At each step all todetailsthatmightbedifficulttoquantify.Ontheotherhand, theintersectionsofthecityareupdatedinarandomorder.The onedoesnotsensiblyexpectthatc>a+1.Evenifonewould effectofthisisanasynchronousupdateofthepositionsofthe allowit,athoroughreformulationoftheruleswouldbeneces- vehicles,whichpreventssomeartifactsthatasequentialupdate sary to accommodatefor the possibility of a vehicle standing produces,especiallyathighdensity.Asimulationrunconsists still even when the interacting one has followed his way. In of the repetition of this update step nL2 times (with usually thepresentworkweprefertokeepthemodelrulessimple,as n=100),whichprovidesareasonablenumberofinteractions formulated. sbteattweeaefntedrraivsehrosr.tWtreanosbiseenrtv,ewdhthicahttahlleoflwoewdruesatcohetaskaesmtaetiaosnuarrey- hLhefhtdhrivherhhhhRihghhtdhrivhehr C D ments and time averages during the course of the simulation. H H H 1 H 1 Theresultsshownbelowcorrespond,furthermore,toensemble C 2 HHH 2 HHH averagesof100suchsimulationruns. H H H a H b There is only one traffic rule in the system: drivers shall D a HHH b HHH give way to vehicles approaching from the right at intersec- G.H.Paissan,G.Abramson:Imitationdynamicsinagameoftraffic 3 with25%cooperators.Theupperthree,ontheotherhand,cor- respond to a very cooperative system with 75% cooperators. 6 These two situations provide a good characterization of both cooperativeandnon-cooperativeensembles. 2 5 1 0.7 25% cooperators 3 < > > 0.6 < C> 4 D 0.5 < D> < >, 75% cooperators 8 C 0.4 < > < < C> 7 10 >, 0.3 < D> < 0.2 9 0.1 0.0 0.0 0.2 0.4 0.6 0.8 1.0 Fig.1.Sketchofadistributionofvehiclesinamodelcity.Cooperators Fig.2.Meanvelocityofthesystem,ofcooperatorsandofdefectors and defectors are represented by white and grey ovals respectively. (hvi,hvCiandhvDirespectively)asafunctionofthedensityofvehi- Thearrowsshowthedirectionofmotionofthecars.Dashedarrows cles,d .Weshowtwodifferentcooperationscenarios,asindicated in indicatedriversthatgivewaytotheother;solidarrowscorrespondto thelegend:25%and75%ofcooperatorsinthepopulation.Thecosts driversthat cross (ortrytocross) theintersection. Thefour interac- involvedintheinteractionsarea=3,b=100.Dataareaveragedover tions shown (besides the “free” drivers 9 and 10) correspond to the 100realizations. fourtypesofencounterofstrategiesthatcanoccuratintersections. AsFig.2shows,thevelocitydecreasesmonotonicallywith 3 Results vehicledensity.This is so forthe system averagevelocity hvi aswellasforthecooperatorsandthedefectors.Observe,also, thatthe averagevelocityofcooperatorsis greaterthanthatof Letusbeginwiththeanalysisofsystemswithquenchedstrate- defectorsatalldensities.Thisreflectsthefactthatcooperators gies.Eachdriverreceives,atthebeginning,a strategythatre- are less prone to the higher costs involved in the violation of mains unchangedduring the course of the simulation. Strate- the right hand rule (b≫a>2). Moreover, observe also the giesare randomlydrawn,uniformlywith a probability p for C effectofsystemcompositionontheaveragevelocity.Whenthe cooperationanditscomplement1−p fordefection.Theden- C systemismorecooperative,defectorsalsogetabenefit.Indeed, sityofcooperatorsisthen p ,uniformlydistributedinthecity. C The simulations runs we show below consist of 100L2 time the velocity of defectors is greater in a system with 75% of steps, in a square city of L2/2 intersections, and with a time cooperatorsthan that of cooperatorsin a system with 25% of cooperators—atleastforintermediatedensities.Wewillreturn step that updates, randomly and asynchronously,as many in- tersections. After a transient of L2 time steps we measure the tothesematterslateron. We have also computed the distribution of time-averaged instantaneousaveragevelocityinthesystem,definedasthera- individualvelocities,andcheckedthatthemeanvaluesshown tio of movingvehiclesto theirtotalnumber,andcomputethe inFig.2areagoodcharacterizationofthem.Figure3showsa timeaverageofit,denotedhvibelow.Averagevelocityofco- typicalexample.Thedistributionsarebellshapedaroundtheir operatorsandofdefectors(hv iandhv i)aredefinedsimilarly. C D meanvalues,withnarrowdispersion.Onlywhenthemeanval- Besides,wealsomeasuretheaveragevelocityofeachvehicle uesofcooperatorsanddefectorsareveryclose (asit happens astheratioofthenumberofstepsitmakesduringthesimula- whenthedensityishigh)thedistributionsshowsomeoverlap tion,tothetotalduration.Fromthisensemblewecomputethe asweseeintheinsertoftheFigure3. distributionsP(v )andP(v ),characterizingthemovementof C D thetwoclassesofdrivers. 3.2 Imitation dynamics 3.1 Density dependence Theresultspresentedintheprevioussectionprovideafirststep inouranalysisofthedynamicsofcooperationanddefectionin Figure 2 shows the average velocities as a function of vehi- thesimpletrafficmodel.Wewillnowintroducethekeyingre- cle density d in a 20×20 square lattice. Two sets of curves dient of strategy imitation. Let us suppose that there are two areshown,correspondingtodifferentstrategycompositionsof idiosyncrasiesinthedrivers.Someofthemadopttheirdriving the system. The lowest three curves correspond to a system strategynotbecauseofconvictionorbeliefintheconvenience 4 G.H.Paissan,G.Abramson:Imitationdynamicsinagameoftraffic thoseinabigcitydonot.Inthisspiritwehavemadet depend 0.20 0.20 onthesizeofthecity,asL2 simulationsteps. P(v )D 0.16 =0.2 P(v ), P(v )CD000...011505 =0.8 edreseatfaceTbhclhetiosesrhsnae.nusImnaedeqbreuiapiclleaaibnlnrdcrieeeusnmubtlleytitsnwosefhtheotnehwetchtohienmainttpiutoahmlseibctdioeoyrnnndoaioftmficoiosnctossrpa,otetefhrgaiemiteossiryt.sasTttaienohmdne ), C 0.12 0.00 0.020 0.022 0.024 0.026 arevaelriazgaetionnusm,bweirthofthceooppaeraramtoertserasnwdedeufseecdto,rasreat5t6h%eeannddof44th%e (v <vS> respectively. Moreover, these same values of equilibrium are P 0.08 observed even in extreme cases when a single cooperator or defector is introduced at the beginning of the simulations in populationsinwhichallotherdrivershavetheoppositestrategy 0.04 (besidesfortuitousextinctionsofoneofthepopulationswhen itisverysmall,duetostochasticfluctuations). 0.00 Thisapproachtoequilibriumcanbeunderstoodinamean 0.08 0.10 0.12 0.14 0.16 fieldapproximationbyanalyzingamasterequationfortheprob- <v > abilitydensities.Considerthefollowingequationfortheprob- S Fig. 3. Distribution of the velocity of cooperators (full curve) and abilitydensityofcooperators: defectors(dotted curve) fordensities d =0.2inthemainpanel and d =0.8intheinsert.Thecostsarea=3,b=100.Dataareaveraged dr C =W(C|D)r −W(D|C)r , (5) D C over100realizations. dt where W(S|S′) is the transition probability for a driver with ofrespectingthetrafficrule,butbyimitationofotherdrivers. strategy S′ to switch to S, and r C and r D = 1−r C are the Itisacommonhabitinmanysocietieswithlittleenforcement probabilitydensitiesofcooperatorsanddefectorsrespectively of the rules and a low level of educationof them: “Do as the attimet. otherdo.”Besidesthese“imitators,”acoreofdriversmaywell Giventhelackofdiscriminationofcooperatorsdrivingon bebonafidecooperators,representingasmallgroupofdrivers the left at intersections, in a well mixed approximation their that have been well educated in the traffic rules, and are con- probability to switch to defection is W(D|C) ≈1/2. On the vinced of their application. These “core cooperators” do not otherside,defectorsbuildupaprobabilityofswitchingto co- imitatethestrategyofotherdrivers,andalwayscooperate. operation based on their encounters with cooperators, so we Weimplementthisimitationdynamicsinthefollowingway. have W(C|D) = r C. With these, Eq. (5) becomes a logistic Imitating driverscan change their strategiesbased on the fre- equationoftheform: quencyofencounterswithdriversthatdisplayoneortheother dr strategy. Since it is unreasonable that drivers change strategy C =r (1/2−r ). (6) C C too often, the imitation takes place every t simulation steps, dt based on the frequency of interactions during the previous t ThestableequilibriumsolutionofEq.(6)isr ∗=1/2,closeto C steps.Thefractionofencounterswitheitherstrategydefinethe theobservedstationaryvalue.Incidentaly,observethata par- individualprobabilitiesofimitation: tialdiscriminationofthecooperators,ofafractione <1ofthe defectorsintheirencounters,canbetakenintoaccountwitha f P = C , (1) transitionprobabilityoftheformW(D|C)=er +(1−e )/2. C D f +f C D It is easy to show that the ensuing logistic equation also has PD=1−pC, (2) r ∗=1/2asonlyattractor.Thetimescaleoftheevolution,how- C ever,becomesdependentone as2(1−e )−1. where f is the number of interactions with strategy s during the prevsioust steps. Observe that the left driverparticipating Besides the imitators, we set a fraction fCC of drivers to formacoreofcooperators.Theyrespectthetrafficrulesstrictly, in encountersof type (i) and (ii)—a cooperator—cannotinfer and we intend to study their effectin the dynamics.Afterthe thestrategyofthe rightdriver.Theyalwaysgiveway,regard- systemhasreachedastationarystatetheyarerandomlychosen, less of whether the right driver is a cooperator or a defector. setascooperators,andwillnotchangetheirstrategyforthere- In these situations, the cooperator adds 0.5 both to f as f . C D mainingcourseoftherun.Theyrepresentasetofdriverswho In any othertype of encountereach driveris able to infer the havebeeneducatedtoabidebythelaw,disregardingthebehav- strategyusedbytheotherdriver,andwilladd1to f orto f C D ioroftherestofthesystem.Weareinterestedinthereactionof asappropriate.Based onthedefinedprobabilities,drivers can thesystemasawhole,asaresultoftheimitationofstrategies, changetheirstrategybyimitatingthemajority,iftheyplaythe anditsdependenceonthesizeofthiscoreofcooperation. otherstrategy: Asaglobalmeasureoftheinfluenceofthecorewedefine C→D withprobabilityP , (3) acoefficient: D v −v D→C withprobabilityP . (4) D v= a b, (7) C v b Itisreasonabletoassumethatdriversinasmalltowntend where v and v are respectively the average system veloci- b a to interact with the same drivers over and over again, while ties calculated before and after the establishment of the core. G.H.Paissan,G.Abramson:Imitationdynamicsinagameoftraffic 5 Figure 4 shows the effectof the core size on D v fordifferent vehicle densities. It is clear that the existence of the core of 2.4 cooperatorsrepresentsa benefit for the system as a whole, in b=100 termsofthe velocityof thetraffic flow.Moreover,the growth 2.0 b=50 ofD vismonotonous,withoutanyindicationofatransitionfor b=10 b=4 some critical core size. This behavioris verygeneral,and we 1.6 havecheckeditforawiderangeofmodelparameters. v Themeaningofthisresultmaybeimportantforthedesign 1.2 of education plans. It implies that not only it is necessary to educate and convince as many drivers as possible of the im- 0.8 portanceoftherespectoftherules,butalsothattheimitation ofbehaviordoesnotproduceacollectivecriticalturnoverofa 0.4 defectivesystem. Observe,also,thattheactualvalueofthegrowthofperfor- 0.0 mancemaybesometimesdubious,since thegrowthofveloc- 0.0 0.2 0.4 0.6 0.8 1.0 itycanbemarginalinsomesituations,particularlyforlowand high densities of traffic. This is an indication that other mea- Fig. 5. Coefficient D v as a function of vehicle density, for different suresarenecessarytoachievespecificgoalsoftrafficfluidity, costsof the interactionbetween defectors. Theother parametersare besidestheeducationofacoreofdrivers. a=3and fCC=0.5.Errorbarsrepresentthemeansquaredeviation ofthedatain100realizations. 4 haviors are possible: drivers either respect or ignore the rule thatgivespriorityto thevehicledrivingontheright.Thetwo 0.2 classicalstrategiesoftwo-strategiesformalgames—cooperation 3 0.35 and defection—areimmediatelyassociated with those. In our 0.5 framework,pairsofdriverscaninteractatcrossingswhereeach v 0.65 vehiclepayatemporalcostaccordingtoitsstrategy. 2 0.80 We studied first the average velocity achieved in systems 0.95 withdifferentandfixedproportionsofcooperatorsanddefec- tors.We foundthatthevelocitydecreasesmonotonicallywith 1 density, driving away the possibility of a sharp transition at anytrafficdensity.Evenforhighvehicledensities,theaverage speedofcooperatorsisgreaterthanthatofdefectors,indepen- 0 dently of what strategy is a majority in the population. This 0.0 0.2 0.4 0.6 0.8 1.0 seems to imply that cooperatorsalways benefit when abiding f CC by the law. However, in a population essentially cooperative, Fig.4.CoefficientD v,measuringtheincreaseofthesystemvelocity defectors can exploit this situation for their own benefit, ob- aftertheintroductionofacoreofcooperators,versustherelativesize taininghigherspeedsthanthoseachievedwhenthepopulation ofthecoreinthepopulation.Thecurvesshowthebehaviorfordiffer- isessentiallydefective. entvaluesofthevehicledensityd ,asshowninthelegend.Theinitial Additionally,we introduceda dynamic of imitation. Each fractionofcooperatorsinthesystemis25%inallcases.Thecostpa- driver—at a slower time scale than the update of the state of rametersarea=3,b=100.Dataareaveragedover100realizations. thesystem—canchangetheirstrategywithaprobabilitycalcu- latedfromtheirperceptionofthestrategyofthosetheymeetat AsafinalcommentonFig.4,observethattheincreaseof thecrossroads.Thisimitationrepresentstheattitudeofdrivers thevelocityisnotmonotonousinthedensity:thegreatestval- who have not received a proper education in traffic rules; in- uesofD vcorrespondtointermediatevaluesofd .Toshowthis stead, they try to adjust their behavior to that of the rest of dependenceweplot,inFig.5,D vasafunctionofd forasin- thesystem.We haveexploredtheeffectofestablishingacore gle value of the core size, f =0.5. The plot shows that the of law-abiding drivers in this environment, in the form of a CC increaseoftheaveragevelocitiesofthesystemaregreaternear sub-populationofcooperatorsthatdonotchangetheirbehav- andinexcessof0.5occupancyofthelattice.Moreover,greater iorduringthedynamicalevolution. penaltieson defectordriversentail a substantial improvement The existence of a core of cooperators represent a bene- oftheseaveragespeedsinthesystem. fit for the whole system, in the sense that higher speeds are achieved.This benefitis gradualand continuousin its depen- denceonthesizeofthecoreset.Thatis,thecombinationofthe 4 Conclusions core togetherwith the emulation attitude providedby the dy- namicofimitation,doesnotproduceacriticalturnoverofade- Westudiedacellularautomatamodelofvehiculartrafficbased fectingsystem.Thisisapointtotakeintoconsiderationinthe ongametheory.Oursimplemodelassumesthatonlytwo be- formulation of driver’s education programs (even for drivers 6 G.H.Paissan,G.Abramson:Imitationdynamicsinagameoftraffic thatalreadyhaveapermitorlicense)orroadsafetycampaigns. Remarkably, this benefit reaches a maximum at intermediate densitiesoftraffic,anditisgreaterwhenthepenaltiesimpose highercosts.Theresultsareverygeneralinthesimple model reported in the present work, which tries to capture a set of minimal important details of the actual system. They will be furtherexploredwith the additionof more complexrulesand interactionsinfutureinvestigations.Moreover,someofthedy- namicalfeaturesobservedinthemodelcouldbeconsideredas suggestionsforfieldobservations. References 1. D.Helbing,Trafficandrelatedself-drivenmany-particlesystems, Rev.Mod.Phys.73,1067-1141(2001). 2. D. Chowdhury, L. Santen and A. Schadschneider, Statistical physicsofvehiculartrafficandsomerelatedsystems,Phys.Rep. 329,199-329(2000). 3. M. J. Lighthill and G. B. Whitham, On kinematic waves: II. A theoryoftrafficonlongcrowdedroads,ProceedingsoftheRoyal SocietyA299,317-345(1955). 4. P.I.Richards,Shockwavesonthehighway,Opns.Res.4,42-51 (1956). 5. K.NagelandM.Schreckenberg,Acellularautomatonmodelfor freewaytraffic,J.dePhysiqueI(France)2,2221-2229(1992). 6. L.G.BrunnetandS.Gonçalves,Cellularautomatonblockmodel oftrafficinacity,PhysicaA237,59-66(1997). 7. M.FukuiandY.Ishibashi,Jammingtransitionincellularautoma- tonmodelsforpedestriansonpassageway,J.Phys.Soc.Jpn.68, 3738(1999). 8. M. Muramatsu, T. Irie, and T. Nagatani, Jamming transition in pedestriancounterflowPhysicaA267,487(1999). 9. K.Takimoto,Y.Tajina,andT.Nagatani,Effectofpartitionline onjammingtransitioninpedestriancounterflow,PhysicaA308, 460(2002). 10. S. K. Baek, P. Minnhagen, S. Bernhardsson, K. Choi, and B. J. Kim, Flow improvement caused by agents who ignore traffic rules,Phys.Rev.E80,016111(2009). 11. Youn, H., M. Gastner, and H. Jeong, Price of anarchy in trans- portationnetworks:Efficiencyandoptimalitycontrol,Phys.Rev. Lett.101,128701(2008). 12. B.B. Su, H. Chang, Y.-Z. Chen and D.R. He, A game theory model of urban publictrafficnetworksPhysicaA 379, 291-297 (2007). 13. M.F.Laguna,G.Abramson,S.Risau-GusmanandJ.R.Iglesias, Dotherightthing,J.Stat.Mech.P03028(2010).

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