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Theframestructureanti-earthquakeconceptdesignThedisasterhasanearthquakedashingforwardsendingoutnature,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,reinforcedconcretestructurebroughtforwardbyfamousNewZealandscholarandParkhassufficienttonsillitismethodundertheforcedesigninganearthquakechoosesvalueisprejudicedlowcorethoughtis:"Thebeamcutsorganization"or"thebeamcolumncutsorganization"bythefactthat"thestrongweakpostbeam"guidesstructuretotakeform;Avoidstructureby"strongweakscissorsturn"beforereachestimatethatshearinghappenedinthedenasalityintheabilityfrontdestroy;Turnanabilityandconsumeanabilitybythefactthatnecessarystructuremeasuremakesthelocationmayformtheplasticityhingehavethenecessaryplasticity.Makestructurehavethenecessarytonsillitisfromallabovethreeaspectguarantee.Thatframedstructureisthecommonstructureform,whosesenilitycertainlydesignsthat,istoembodyfromaboutthisthreeaspectalsomainly.1,StrongpillarweakbeamDrivingforcereactionanalysisindicatesstructure;architecturaldeformabilityisconnectedwithtodestroyingmechanism.Commonhavethreekindsmodel'sconsume••1111•••““[•••““energyorganization",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.Beforeplasticityhingeappearingonstruct...