![Rock Strata Control Simulation Technology知到智慧樹章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)_第1頁](http://file4.renrendoc.com/view14/M0A/17/3E/wKhkGWdueFuAX18ZAAIVCQgZgj4678.jpg)
![Rock Strata Control Simulation Technology知到智慧樹章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)_第2頁](http://file4.renrendoc.com/view14/M0A/17/3E/wKhkGWdueFuAX18ZAAIVCQgZgj46782.jpg)
![Rock Strata Control Simulation Technology知到智慧樹章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)_第3頁](http://file4.renrendoc.com/view14/M0A/17/3E/wKhkGWdueFuAX18ZAAIVCQgZgj46783.jpg)
![Rock Strata Control Simulation Technology知到智慧樹章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)_第4頁](http://file4.renrendoc.com/view14/M0A/17/3E/wKhkGWdueFuAX18ZAAIVCQgZgj46784.jpg)
![Rock Strata Control Simulation Technology知到智慧樹章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)_第5頁](http://file4.renrendoc.com/view14/M0A/17/3E/wKhkGWdueFuAX18ZAAIVCQgZgj46785.jpg)
版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡(jiǎn)介
RockStrataControlSimulationTechnology知到智慧樹章節(jié)測(cè)試課后答案2024年秋太原理工大學(xué)第一章單元測(cè)試
Stratacontrolsimulationtechnologyisdividedintolaboratoryequivalentmaterialsimulationandnumericalsimulation.()
A:對(duì)B:錯(cuò)
答案:對(duì)Thesimilaritysimulationmethodhastheadvantagesofintuitionistic,simple,economical,rapidandshortexperimentperiod.()
A:錯(cuò)B:對(duì)
答案:對(duì)Miningengineersaremoreconcernedabouttheproblemcanbebasicallydividedintotwocategories:thecontrolofthesurroundingrockandthecontrolproblemoftheroadway’ssurroundingrock.()
A:對(duì)B:錯(cuò)
答案:對(duì)Simulationresearchhascertainlimitations,becausethemechanicalpropertiesofrockmassandthelawoforepressureactivityarecomplicated,anditisdifficulttosimulatethemcompletelyandaccurately.()
A:對(duì)B:錯(cuò)
答案:對(duì)Whatarethecharacteristicsofsimilarsimulationtechnology().
A:AccuracyB:ObjectivityC:IntuitiveD:Takealongtime
答案:IntuitiveWhichofthefollowingisnotacommonnumericalmethod().
A:ThefiniteelementmethodB:FinitedifferencemethodC:TheinfiniteelementmethodD:Theboundaryelementmethod
答案:TheinfiniteelementmethodInthesimulationstudyofrockformationcontrol,thefollowingoptionisnottheroleofsimulationexperiment().
A:TosolvesomerockmasspressureproblemswhichcannotbesolvedbytheoreticalanalysismethodatpresentB:ItprovidesvaluablereferencedataforindustrialtestC:AccurateandcompletesimulationoforepressureactivityD:Savemanpower,materialresourcesandworkinghours
答案:AccurateandcompletesimulationoforepressureactivityWhichofthefollowingisnotanindicationoftheimportanceofphysicalsimulationtechniques().
A:PhysicalsimulationtechnologycanaccuratelyandcompletelysimulatethelawoforepressureactivityB:Numericalsimulationresultsoftenneedtobecomparedorverifiedwithsimilarsimulationresults.C:Solvespecificcomplexproblems.D:Moderntechnologyrepresentedbyelectroniccomputersmakesphysicalsimulationtechnologymorereliable.
答案:PhysicalsimulationtechnologycanaccuratelyandcompletelysimulatethelawoforepressureactivityInrecentyears,withthecontinuousimprovementofengineeringdesignandscientificresearchrequirementsandtherapiddevelopmentofcomputercomputingcapability,numericalmechanicalanalysishasbecomeaconventionalmeanstosolvecomplexengineeringanalysisproblems.Itsmainfunctionsareshowninthefollowingaspects().
A:IncreasedengineeringandproductcostsB:TostudytheinternalmechanicsmechanismofengineeringproblemsC:IdentifypotentialproblemsduringtheengineeringandproductdesignphasesD:Increasedengineeringandproductreliability
答案:Tostudytheinternalmechanicsmechanismofengineeringproblems;Identifypotentialproblemsduringtheengineeringandproductdesignphases;IncreasedengineeringandproductreliabilityIncivilengineering,transportation,miningengineering,waterconservancyandhydropowerandotherfields,thematerialsinvolvedhave()andothercharacteristics.
A:scarcityB:TheirregularityofgeometricformsC:SpeciesdiversityD:Mediumformpluralism
答案:Theirregularityofgeometricforms;Speciesdiversity;Mediumformpluralism
第二章單元測(cè)試
Accordingtothecharacteristicsofsimilarityphenomenon,similaritycanbedividedintophysicalsimilarityandmathematicalsimilarity.()
A:對(duì)B:錯(cuò)
答案:對(duì)Themodelisanartificiallyshapedentityinthelaboratoryforstudyingthemechanicalpropertiesoftheprototype,whichisanapproximationoftheprototype.()
A:錯(cuò)B:對(duì)
答案:對(duì)Physicalphenomenaandlawsarerelatedtotheunitsofmeasurementchosen.()
A:對(duì)B:錯(cuò)
答案:錯(cuò)Thefirsttheoremofsimilarityandthesecondtheoremofsimilarityarethepropertiesaftersimilarity,whicharesufficientconditionsforsimilarityofphenomena.()
A:對(duì)B:錯(cuò)
答案:錯(cuò)Whenusing()toguidemodelresearch,thefirstimportantthingistoderivethesimilaritycriterion.
A:SinglevaluedconditionB:ThesecondtheoremofsimilarityC:ThethirdtheoremofsimilarityD:Thefirsttheoremofsimilarity
答案:ThefirsttheoremofsimilarityWhichofthefollowingdoesnotbelongtothecategoryofgeometricsimilarity().
A:bulkdensityB:LengthC:volumeD:area
答案:bulkdensityWhichofthefollowingdoesnotbelongtothebasicdimensionunitofaqualitysystem().
A:[F]B:[T]C:[L]D:[M]
答案:[F]Thesimilaritycriterioncanberegardedas().
A:invariantB:1C:constantD:variable
答案:invariantWhichofthefollowingisthefundamentaldimensionunitofaforcesystem().
A:[L]B:[M]C:[F]D:[T]
答案:[L];[F];[T]Thefollowingbelongingtothecategoryofsingle-valuedconditionsare().
A:GeometricconditionsB:boundaryconditionsC:initialconditionsD:mediumconditions
答案:Geometricconditions;boundaryconditions;initialconditions;mediumconditions
第三章單元測(cè)試
Claycanbeusedasbothaggregateandcementingmaterial.()
A:錯(cuò)B:對(duì)
答案:對(duì)Themechanicalpropertiesofmaterialscanbechangedbychangingtheratioofmaterials.()
A:對(duì)B:錯(cuò)
答案:對(duì)Thelargertheparticlesizeofsand,thesmallerthestrengthandelasticmodulusofthematerial.()
A:錯(cuò)B:對(duì)
答案:錯(cuò)Calciumcarbonateisaplasticmaterial.()
A:對(duì)B:錯(cuò)
答案:錯(cuò)CoarsemicawithadiameterofD=1.4~5mmshouldbeusedforthesimulationofweaksurfacessuchasinterlayercracksandjoints.()
A:錯(cuò)B:對(duì)
答案:對(duì)Thefollowingmaterialsthatarenotaggregateare().
A:LimeB:MicapowderC:PowderedironD:tailings
答案:LimeWhatcanbeusedtoincreasetheplasticityofthematerial().
A:asphaltB:DiatomiteC:resinD:clay
答案:clayFinemicawithdiameterd=()mmshouldbeusedforseparationofmicapowder().
A:0.3~0.5B:0.1~0.3C:0.5~0.7D:0.7~0.9
答案:0.3~0.5Thefollowingmaterialsarethecementingmaterials().
A:gypsumB:cementC:liquidglassD:kaolinclay
答案:gypsum;cement;liquidglass;kaolinclayWhatarethedisadvantagesofgypsummaterials().
A:Easytoabsorbmoisture,materialstrengthwillbereducedB:UnstableperformanceC:Thestrengthofsimilarmaterialsissensitivetogypsumdosage,whichisnoteasytocontrolD:hardtoobtain
答案:Easytoabsorbmoisture,materialstrengthwillbereduced;Thestrengthofsimilarmaterialsissensitivetogypsumdosage,whichisnoteasytocontrol
第四章單元測(cè)試
Fortheresearchobjectofminerockpressure,themainloadisself-weightstress,followedbytectonicstress.()
A:錯(cuò)B:對(duì)
答案:對(duì)Themodelframeisusuallycomposedofmainstructure,loadingsystemandmeasuringsystem.()
A:對(duì)B:錯(cuò)
答案:對(duì)Planemodelcanbedividedintoplanestressmodelandplanestrainmodelaccordingtodifferentconstraintsonbothsides.()
A:錯(cuò)B:對(duì)
答案:對(duì)Themodelislayeredwithmicapowdertoabsorbmoisture.()
A:錯(cuò)B:對(duì)
答案:錯(cuò)Inthestudyofthree-dimensionalproblemsinundergroundspace,need().
A:swivelmodelframeB:three-dimensionalmodelframeC:PlanestressmodelframeD:Planestrainmodelframe
答案:three-dimensionalmodelframeFortheresearchobjectofminerockpressure,themainloadis().
A:self-weightstressB:CompressivestressC:tectonicstressD:Tensilestress
答案:self-weightstressThenextstepofagitationinmakingthemodelis().
A:materialratioB:MeasurementC:InstallationtemplateD:Loading
答案:InstallationtemplateWhenthemoisturecontentisreducedtomakethemechanicalpropertiesofthematerialstable,themodelexcavationorcuttingcanbecarriedoutonlyafterthehumidityislessthan().
A:30%B:10%C:20%D:40%
答案:20%Atpresent,themodelframeusedinChinais().
A:PlanestressmodelframeB:three-dimensionalmodelframeC:swivelmodelframeD:Planestrainmodelframe
答案:Planestressmodelframe;three-dimensionalmodelframe;swivelmodelframe;PlanestrainmodelframeFortheresearchobjectofminerockmasspressure,theloadtobeconsideredis().
A:CompressivestressB:self-weightstressC:TensilestressD:tectonicstress
答案:self-weightstress;tectonicstress
第五章單元測(cè)試
Itisnecessarytocomprehensivelyconsiderthestress,strainandfailureofrockmassandrelatedstructuresinordertofullyunderstandtherelevantlawswhenstudyingsimulationmodels.()
A:錯(cuò)B:對(duì)
答案:對(duì)Thedisadvantageofthemechanicalmethodisthattheequipmentistoocomplicated.()
A:對(duì)B:錯(cuò)
答案:錯(cuò)Resistancestraingaugeisthemaincomponentofelectricalmeasurementmethod.()
A:對(duì)B:錯(cuò)
答案:對(duì)Moiremethodisanewmethodofexperimentalstressanalysis.Itisanopticalmethodtomeasurethedisplacementfieldandstrainfieldbyusingtwogroupsofgratinginterferencetogeneratedisplacementmap.()
A:對(duì)B:錯(cuò)
答案:對(duì)Whichofthefollowingisnotatypeofmeasurementmethod().
A:MechanicalmethodB:instrumentalmethodC:PhotometricmethodD:Electrometricmethod
答案:instrumentalmethodWhichofthefollowingoptionsshouldnotbeconsideredintheselectionofresistancestraingauge.()
A:HardnessofmaterialB:MeasuretheworkingconditionoftheobjectC:StaticordynamicloadD:Long-termobservationorshort-termmeasurement
答案:HardnessofmaterialWhichofthefollowingmethodsismechanical?()
A:levelinstrumentmeasurementmethodB:lasermeasurementmethodC:DialindicatormethodD:photographicdisplacementmethod
答案:DialindicatormethodWhichofthefollowingisnotanadvantageoftheelectricalmethod?()
A:continuousmeasurementandrecordingformanytimesB:easytointerfacewithall-purposeinstrumentsandsignalprocessingequipmentC:highmeasurementaccuracyD:Simpleequipment
答案:SimpleequipmentWhatarethefollowingaspectsobservedinthemodel?()
A:Measurementofmodeldeformation(relativedisplacement)B:MeasurementofinternalstressofthemodelC:MaximumloadvalueofsupportD:Measurementofabsolutedisplacementofthemodel
答案:Measurementofmodeldeformation(relativedisplacement);Measurementofinternalstressofthemodel;MeasurementofabsolutedisplacementofthemodelWhataretheadvantagesofthemechanicalmethod?()
A:needofpowersupplyB:simpleequipmentC:stabilityandsecurityD:strongabilitytoresistexternalinterference
答案:simpleequipment;stabilityandsecurity;strongabilitytoresistexternalinterference
第六章單元測(cè)試
Generallyspeaking,inthestageofcoalseammining,thefirstpressingstepofsinglekeystratumislessthanthatofcompositekeystratum.()
A:對(duì)B:錯(cuò)
答案:對(duì)Theequivalentmaterialmodeltestsystemconsistsoftwoparts:arigformodeltestsandatestanddataacquisitionsystem.()
A:對(duì)B:錯(cuò)
答案:對(duì)Metalstrainsensorscannotmonitorlongitudinalhorizondisplacement.()
A:對(duì)B:錯(cuò)
答案:錯(cuò)Inthesimulationexperiment,plasticfilmscanbeplacedonbothsidesofthemodelframetoreducefriction.()
A:對(duì)B:錯(cuò)
答案:對(duì)thecompositekeystratumisdividedintothemainkeystratumandtheinferiorkeystratum,andtheruptureoftheinferiorkeystratumislaterthanthatofthesinglekeystratum.()
A:錯(cuò)B:對(duì)
答案:對(duì)Dyesshouldnotbeusedtodistinguishrockformations.()
A:錯(cuò)B:對(duì)
答案:錯(cuò)Ifthesimulatedstratumthicknessislessthan()m,acomprehensiveselectionshouldbemade:().
A:0.4B:0.2C:0.3D:0.1
答案:0.3Theaveragebulkdensityofthemixtureofsandasaggregateandgypsumandlimeascementis()g/cm3.
A:2.7B:2.4C:2.5D:2.6
答案:2.5Selectsimilarmaterialsbasedonthefollowingprinciples().
A:Afterchangingtheratio,themechanicalindexcanbegreatlychangedforselectionB:ThemainphysicalandmechanicalpropertiesofthemodelmaterialsaresimilartothecorrespondingpartsoftheprototypematerialsC:ConvenientformanufacturewithshortsettingtimeandsimplelayingD:Themechanicalindexisstable,andthemechanicalpropertieswillnotchangebecauseofchangesinatmospherictemperatureandhumidity
答案:Afterchangingtheratio,themechanicalindexcanbegreatlychangedforselection;Themainphysicalandmechanicalpropertiesofthemodelmaterialsaresimilartothecorrespondingpartsoftheprototypematerials;Convenientformanufacturewithshortsettingtimeandsimplelaying;Themechanicalindexisstable,andthemechanicalpropertieswillnotchangebecauseofchangesinatmospherictemperatureandhumidityModelmonitoringinstrumentsmainlyinclude().
A:digitalhighspeedstraingaugeB:modelplaneC:displacementmeterD:metalstrainsensors
答案:digitalhighspeedstraingauge;displacementmeter;metalstrainsensors
第七章單元測(cè)試
numericalanalysismethodsmainlyincludeanalysisofcertaintymethodsandanalysisofuncertaintymethods.()
A:錯(cuò)B:對(duì)
答案:對(duì)Boundaryelementmethod(BEM)isanaccurateandeffectivemethodforengineeringnumericalanalysis.()
A:對(duì)B:錯(cuò)
答案:對(duì)Discreteelementmethodcannotsolvethree-dimensionalproblems.()
A:錯(cuò)B:對(duì)
答案:錯(cuò)Finitedifferencemethodismoreefficientthanfiniteelementmethod.()
A:錯(cuò)B:對(duì)
答案:對(duì)Whichofthefollowingisnotanondeterministicanalysismethod().
A:GreysystemtheoryB:ThediscreteelementmethodC:NeuralnetworkmethodD:Timeseriesanalysis
答案:ThediscreteelementmethodWhichofthefollowingiswrongaboutUDEC().
A:TheUDECcalculationpreparationprocessiscomplexB:BlockscandeformC:UDECcanbeusedinmilitaryactivitiesD:Theblockcanberigid
答案:TheUDECcalculationpreparationprocessiscomplexWhichofthefollowingisnottheapplicationareaoffiniteelementmethod().
A:entertainmentB:biomedicalC:PlateandshellproblemsD:Civilengineering
答案:entertainmentWhichofthefollowingsoftwareisnotbasedondiscreteelementmethod().
A:UDECB:ANSYSC:BLOKS3DD:PFC2D/3D
答案:ANSYSContinuousmediaanalysismethodsmainlyinclude().
A:FinitedifferencemethodB:FiniteelementmethodC:TheboundaryelementmethodD:Noelementmethod
答案:Finitedifferencemethod;Finiteelementmethod;Theboundaryelementmethod;NoelementmethodThemainstepsoffiniteelementmethodtosolvetheprobleminclude().
A:Solvingelementstressandstrain,resultprocessinganddisplayB:Loadshifting,boundaryconditionprocessing,solvinglinearequationC:Structurediscrete,unitanalysis,integralanalysisD:Problemdiscussionandsolution
答案:Solvingelementstressandstrain,resultprocessinganddisplay;Loadshifting,boundaryconditionprocessing,solvinglinearequation;Structurediscrete,unitanalysis,integralanalysis
第八章單元測(cè)試
Sincethenecessaryinformationinputfordesignpredictionislimited,geotechnicalnumericalmodelsaremainlyusedtoexplainthemechanicalmechanismsaffectingthesystemcharacteristicsandtoperformsimpleexploratorycalculationsforengineeringdesign.()
A:對(duì)B:錯(cuò)
答案:對(duì)Onceblockcuttingiscompleted,materialpropertiesmustbeassignedtoallblocksanddiscontinuities.()
A:錯(cuò)B:對(duì)
答案:對(duì)Boundaryforcesandstressescanbeappliedtotheboundariesofrigidanddeformablebodies,butvelocity(displacement)boundariesapplyonlytorigid.()
A:錯(cuò)B:對(duì)
答案:錯(cuò)Itisveryeasytodeterminewhetherthestressstateformedinthejointmodelrepresentstheinitialstate.()
A:對(duì)B:錯(cuò)
答案:錯(cuò)Thebasiccommandsforcuttingblocksaremissing().
A:CRACKB:JSETC:ARCD:ROUND
答案:ROUNDThesystemunitofDensityis().
A:NB:kg/m3C:PaD:m/sec2
答案:kg/m3Themore()thefilletlengthis,themore()theinitialunbalanceforceis.().
A:Big,bigB:Small,bigC:Big,smallD:Small,small
答案:Big,big()Changetheblocktoisotropicelasticcharacteristics;()changestheblocktomoore-Coulombmodelandconsiderstheplasticproperties.().
A:Cons=1Cons=0B:Cons=0Cons=1C:Cons=0Cons=3D:Cons=1Cons=3
答案:Cons=1Cons=3Themostefficientplasticmodelis().
A:DoubleyieldmodelB:M-CmodelC:Strainsoftening/hardeningM-CmodelD:D-Pmodel
答案:M-Cmodel;D-PmodelInwhichcaseUDECwilltakealongtimetoconverge:().
A:TherigiditiesorpropertiesoftheblockmaterialandthejointmaterialarequitedifferentB:Thereisabigdifferenceinblockorunitsize.C:ThereislittlecontrastbetweenthestiffnessorpropertiesofblockmaterialandjointedmaterialD:Thereisasmalldifferenceinblockorcellsize
答案:Therigiditiesorpropertiesoftheblockmaterialandthejointmaterialarequitedifferent;Thereisabigdifferenceinblockorunitsize.
第九章單元測(cè)試
Accordingtotheconstitutiverelationofblockandjoint,theattributeparametersneededfornumericalcalculationaredetermined,andthemechanicalparametersoftheinterfacebetweenoverburdenrockandcoal-rockstratumaredeterminedaccordingtothephysicalandmechanicaltestdatainlaboratoryandfield.()
A:對(duì)B:錯(cuò)
答案:對(duì)Becausethenumericalsimulationiscarriedoutincomputersoftware,thereisnoneedtodeterminethedensitysimilarityratioandstresssimilarityratio.()
A:錯(cuò)B:對(duì)
答案:對(duì)Whenthenumberoflayerslaidbythephysicalsimilaritymodelreachesthesurfacedirectly,noadditionalforceisrequired.()
A:錯(cuò)B:對(duì)
答案:對(duì)Thegeometricsimilarityratioofnumericalsimulationis1:1.()
A:錯(cuò)B:對(duì)
答案:對(duì)Physicalsimilaritysimulationandnumericalsimulationarethesameinthematerialcollectionstep.()
A:對(duì)B:錯(cuò)
答案:對(duì)Innumericalsimulation,themodelboundaryeffectshouldbeconsideredandsaintVenant'sprincipleused.()
A:錯(cuò)B:對(duì)
答案:對(duì)Horizontalstresscalculationisusuallyexpressedbymultiplyingthelateralpressurecoefficientby()whenhorizontalconstraintsareappliedtotheleftandrightboundariesofthemodel.
A:ThetangentialstressB:GravitystressC:PrincipalstressD:Theverticalstress
答案:T
溫馨提示
- 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。
最新文檔
- 2025年內(nèi)部訂購優(yōu)先權(quán)協(xié)議模板
- 2025年道路橋梁設(shè)計(jì)與施工合同協(xié)議書
- 2025版建筑工程施工調(diào)整安排制訂策劃協(xié)議
- 2025年汽車配件銷售店經(jīng)營合同樣本
- 2025年公共交通車輛租賃合同標(biāo)準(zhǔn)格式
- 2025年借條擔(dān)保人合同范本
- 2025年城市公共交通設(shè)施改造策劃規(guī)劃協(xié)議
- 2025年水田承包種植合同
- 2025年商品包裝設(shè)計(jì)合同文本
- 2025年基礎(chǔ)版版定制家居銷售協(xié)議
- 酒店長(zhǎng)包房租賃協(xié)議書范本
- 2 找春天 公開課一等獎(jiǎng)創(chuàng)新教學(xué)設(shè)計(jì)
- 2025年江蘇護(hù)理職業(yè)學(xué)院高職單招語文2018-2024歷年參考題庫頻考點(diǎn)含答案解析
- 2025年江蘇南京水務(wù)集團(tuán)有限公司招聘筆試參考題庫含答案解析
- 【道法】開學(xué)第一課 課件-2024-2025學(xué)年統(tǒng)編版道德與法治七年級(jí)下冊(cè)
- 建筑工程施工安全管理課件
- 2025年春新外研版(三起)英語三年級(jí)下冊(cè)課件 Unit2第1課時(shí)Startup
- 2025年上半年畢節(jié)市威寧自治縣事業(yè)單位招考考試(443名)易考易錯(cuò)模擬試題(共500題)試卷后附參考答案
- 人教版(2024)英語七年級(jí)上冊(cè)單詞表
- 2024年江西電力職業(yè)技術(shù)學(xué)院?jiǎn)握新殬I(yè)技能測(cè)試題庫及答案解析
- 【真題】2023年常州市中考道德與法治試卷(含答案解析)
評(píng)論
0/150
提交評(píng)論