建筑抗震设计中英文对照外文翻译文献.docx

建筑抗震设计中英文对照外文翻译文献.docx

《建筑抗震设计中英文对照外文翻译文献.docx》由会员分享，可在线阅读，更多相关《建筑抗震设计中英文对照外文翻译文献.docx（14页珍藏版）》请在冰点文库上搜索。

建筑抗震设计中英文对照外文翻译文献

中英文对照外文翻译

Theframestructureanti-earthquakeconceptdesign

Thedisasterhasanearthquakedashingforwardsendingoutnature,mayforecastnatureverylowsofar,bringaboutlossforhumansocietyisthatthenaturaldisasterofallkindsishitbyoneofthegravestdisastergravely.Inthelightofnowavailableourcountrysciencelevelandeconomycondition,correctthetargetbuildingseismicresistancehavingbroughtforward"threestandards"fortification,bethatgenerally,thewhatbespoken"smallearthquakeshocksdoesnotbutconstructsinthedirtytrick,bigearthquakesdonotfall".Thatgenerally,whatbetalkedsmallshocksintheearthquake,bigearthquakesrefertorespectivelyisintensityexceedprobabilityin50fortifyingfor3%'s63%,10%,2~beingmoreiscaughtinanearthquake,earthquake,rareYuearthquake.

Sincebuildingtheastigmaticdesigncomplexity,inactualproject,anti-knockconceptualdesignappearsespeciallyimportantrightaway.Itincludesthefollowingcontentmainly:

Architecturaldesignshouldpayattentiontothearchitecturalsystematicness;Chooserationalbuildingstructuresystem;thetensileresistingincliningforcestructureandthecomponentisdesigned.

Thattheabilitydesignslawisthemaincontentthatthestructuredenasalitydesignsincludesstandardourcountryinternalforceadjustmentandstructuretwoaspect.Itistwentycenturiesseventieslaterstage,reinforcedconcretestructurebroughtforwardbyfamousNewZealandscholarT.PaulayandParkhassufficienttonsillitismethodundertheforcedesigninganearthquakechoosesvalueisprejudicedlowsituationW.hosecorethoughtis:

"Thebeamcutsorganization"or"thebeamcolumncutsorganization"bythefactthat"thestrongweakpostbeam"guidesstructuretotakeform;Avoidstructureby"strongweakscissorsturn"beforereachestimatethatshearinghappenedinthedenasalityintheabilityfrontdestroy;Turnanabilityandconsumeanabilitybythefactthatnecessarystructuremeasuremakesthelocationmayformtheplasticityhingehavethenecessaryplasticity.Makestructurehavethenecessarytonsillitisfromallabovethreeaspectguarantee.Thatframedstructureisthecommonstructureform,whosesenilitycertainlydesignsthat,istoembodyfromaboutthisthreeaspectalsomainly.

1,Strongpillarweakbeam

Drivingforcereactionanalysisindicatesstructure;architecturaldeformabilityisconnectedwithtodestroyingmechanism.Commonhavethreekindsmodel’sconsumeenergyorganization",beamhingeorganization““,posthingeorganization““,beamcolumnhingeorganization"."Beamhingeorganization"and"beamcolumnhingeorganization"LangXianknuckleunder,maylettheentireframehavedistributionandenergyconsumptionheavierthanbiginternalforcesability,limittierdisplacementisbig,plasticityhingequantityismany,thehingedoesnotloseefficacybutthestructureentiretydoesnotloseefficacybecauseofindividualplasticity.Theasaresultanti-knockfunctioniseasytobethatthearmoredconcreteisidealconsumeenergyorganization.Beingthatourcountrynormadoptsallowsapillar,theshearingforcewallputsupthehingebeamcolumnhingescheme,takingplaceadopting"strongrelativeweakpostbeam"measure,postponingapillarcutstime.Weaktierofposthingeorganizationpossibilityappearonunablecompletetroubleshootingbut,requirethattheaxispressurerestrictingapillarcomparesasaresult,architecturalweaknesspreventsnecessarytimefromappearingtierbythefactthatChenganalysislawjudgesnowandthen,posthingeorganization.

ArethatV.I.P.istoenhancethepillarbendingresistance,guidanceholdsinthebeamappearfirst,theplasticitycutsour"strongcommonweakpostbeam"adjustmentmeasure.Beforeplasticityhingeappearingonstructure,structurecomponentYinLaDistrictconcretedehiscenceandpressureareaconcretemistakeelasticitycharacter,everycomponentstiffnessreducesareinforcedbarwilldowiththecementationdegenerationbetweentheconcrete.Thatstiffnessreducesabeamisrelativelygraverthanacceptingthepillarpressingon,structureenhancesfrominitialshearingtypedeformationtocurvedscissorsshapedeformationtransition,curvedpostinnerregulationproportionreallymorecurvedthanbeam;Theatthesametimearchitecturalperiodislengthened,sizeaffectingtheparticipationmodulusshakingatyperespectivelytostructure's;Changehappenedintheearthquakeforcemodulus,leadtothepartpillarbendregulationenhancing,feasiblebeamrealityknucklesunderintensityrise,thepostinnerbendsregulationwhenplasticityhingeappearingontherebyfeasiblebeamenhancingsincestructurecauseandthepeoplewhodesignsthemiddlereinforcedbar'saretoenhance..Andafterplasticityhingeappearingonstructure,sameexistencehavingabove-mentionedcause,structureknucklesundermistakeelasticityinthedayaftertomorrowprocessbeingthatprocess,postthattheearthquakeenhancesstrenuouslyfurtherbendregulationenhancingwithearthquakeforcebutenhance.Theforcearousesanearthquakeoverturnforcemomenthavingchangedtheactualpostinneraxisforce.Weknuckleundertheabilitylesseningthanaxispressureinstandardizingbeinglimitedtobeabletoensurethatthepillaralsocanleadtoapillarinbigthebiasvoltagerangeinner,axisforcediminutionlikevalue.Theanti-knocknormisstipulated:

Exceptthattheframetopstoreyandpostaxispressurearecomparedtothestrutbeamandframepillarbeingsmallerthan0.15personandframe,postholdscurvedregulationdesigningthatvalueshouldaccordwithdifferencebeing

，

thatfirstordertakes1.4,thetwostagetakes1.2,grade-threetakes1.1.9degreeandonestepofframedstructurestillrespondstocoincidence,

，

intensitystandardvalueascertainsthataccordingtomatchingreinforcedbarareaandmaterialreally.Thebottompostaxisisstrenuouslybig,theabilitythattheplasticityrotatesdispatches,bethatpressurecollapsesafteravoidingafootstallproducingahinge,one,two,threestepsofframedstructurebottom,postholdscrosssectionconstitutingcurvedregulationdesigningthatvaluetakesadvantageofthat1.5,1.25composeinreply1.15inordertoenhancingamodulusrespectively.Combinationofthecornerpostadjustmentqueenbendsregulationstillshouldtakeadvantageofthatnottobesmallerthan1.10'smodular.Curvedregulationdesignsthatvaluecarriesoutadjustmenttoone-levelanti-knockgradeshearingforcewalllimbcrosssectioncombination,forcetheplasticityhingetoappeartoreinforcelocationinthewalllimbbottom,thebottomreinforceslocationandallabovelayerofcurvedregulationdesigningthatvaluetakeswalllimbbottomcrosssectionconstitutingcurvedregulationdesigningvalue,otherlocationmultiplies1.2'sbytoenhanceamodulus.Propupanti-knockwallstructuretopartframe,bottom-end,whosecurvedcombinationregulationdesignvaluerespondtoone,twostepsofframepillarspostupperendandbottomposttakeadvantageofthat1.5composesinreply1.25inordertoenhancingamodulusrespectively.Allabove"strongweakpostbeam”adjustmentmeasure,reactionanalysisindicates,bigsatisfiedfundamentalearthquakesdemandnoupsidedowncoursenonlinearitydrivingforce.Reinforcedbarspendingarea,thebeamin7iscontrolledfromgravityload,thepostreinforcedbarmatches’tendonratesbasicallyfromtheminimumunderthecontrolof.HaveenhancedpostLianaXiangallroundresistingthecurvedability.Atthesametime,7degreeofareaexactlycurvedregulationplasticityhingeappearsondisasterverymuch,playsarriveatadvantageousroletofightingagainstbigearthquakes.In9degreeofarea,adoptrealitytomatchreinforcedbarareaandmaterialbendingregulationwithinintensitystandardvaluecalculationpost,structuralbeamreinforcedbarenhancingsameleadtoenhancingbendingregulationwithinpostdesigningvalue,underimportinginmanywaves,thebeamholdstheplasticityhingerotatingdevelopinggreatly,moresufficient,postholdstheplasticityhingedevelopinginsufficiency,rotateless.Designdemandwiththebeam.Reactionand9degreeareaboutthesameto8degreeofarea,whosebigearthquakedisplacement,thatpostholdstheplasticityhingeisbiggerthanrotating9degreemuchbut,thebeamholdstheplasticityhingeappearingsufficientbutrotatesmall,asaresult"strongweakpostbeam"effectisnotobvious,curvedregulationenhancesamodulusoughttotake1.35,thiswaitsforimprovingandperfectinggoingastepfurtherwhenthegradesuggestingthat8degreeoftwostageisanti-knockinconnectionwiththeexpert.

2,Strongshearweakcurved

"Strongweakscissorsturn”isthattheplasticitycutscrosssectionforguaranteeonreachanticipatethatshearinghappenedinthemistakeelastic-deformationpriortodestroy.Asfarascommonstructurebeconcerned,mainbehaviorsholdsinthebeam,postholds,theshearingforcewallbottomreinforcesarea,shearingforcewallentrancetoacavecompanybeamtools,beamcolumnnodecorearea.Showmainlywithbeingnotthatseismicresistanceiscomparedwitheachother,strengtheningmeasureinimprovingtheeffectshearingforce;Aspectadjustingashearbearingtheweightoftwoforces.

1）effectshearingforce

One,two,three-levelframebeamandanti-knockwallmiddlestrideoverhighratiogreaterthan2.5companybeam,shearingforcedesignvalueamongthem

firstorderchoose1.3,twostagechoose1.2,three-levelchoose1.1,firstorderframedstructureand9DueShanrespondtocoincidence.Coincidence

one,two,three