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首页 [PKPM新天地]底框--抗震墙的设计

[PKPM新天地]底框--抗震墙的设计.doc

[PKPM新天地]底框--抗震墙的设计

Cathy春燕
2018-02-05 0人阅读 举报 0 0 暂无简介

简介:本文档为《[PKPM新天地]底框--抗震墙的设计doc》,可适用于社会民生领域

PKPM新天地底框抗震墙的设计PKPMxintiandibottomframeshearwalldesignPKPMstructuredesignPKPMstructuredesignapplicationningcompanystructuredesignblogregistrationsetashomepagetohelphome||||bloggroupcommunecolumnBBSpictures|||malldatingcontribute|||blogbroadcastofrandomaccess|subscriptionSubscriberlistThesecretcodeforgetsthepasswordSavethepasswordSubscriberlistThesecretcodeforgetsthepasswordSavethepasswordNingcompanystructuredesignblogcopyprofileloghomepagepicturevideo(measurement)friendsbloggroupofwikipediaIlogPKPMxintiandibottomframeshearwalldesignClassification:PKPMstructuredesignapplication::burningash|comments:|reading:BottomframethedesignofearthquakeresistantwallMasonrythestructureoftheframe,duetoitsuniquemerits,iswidelyadopted,withmanyfacesTheamountIttakesthreestepsinthePKPMsoftwarecalculationEarthquakeactionanduppermasonrystructureThePMCADmenuiscompleted,thebottomframetheshearwallstructureiscalculatedbySATWEorTAT,ThePKsoftwareiscompletewithitsimplementationinPKPMsoftwareStepUsethePMCADmainmenu,,,andmodeltoformacompletegeometrydatafileandloadThedatafileOfcourse,accordingtothenewrules,suchstructuresneedtobeplacedinacertainnumberofframesTheaseismicwallsWhendecoratingthecomponent,canbeinthecorrespondinggrid,decoratethebeamalsodecoratethewall,Thisisdeterminedbythefeatureofthebottombox,theearthquakeresistantwall,andalsoaspecialinPMCADmodelingForexample,theothersituationisnotallowedandmustbedistinguishedbetweenthebeamandthewallAsshowninfigureStepAfterthecompletionofthestructuremodeling,theimplementationofthePMCADmainmenufortheseismicinspectionofthemasonrystructure,Herearetwothingstodo::calculatetheseismicactionbythebasisshearforce(earthquakeshearforceandcapsizingmoment),andTheupperbrickhouseisaseismatic:verticalguidecharge,theconstant,liveloadandselfgravityoftheupperbrickhousearesupportedgeometricallyTherelationshippassesthroughtheframepart,astheouterloadofthespatialanalysisofthebaseframeInthisstepofthePMCAD,thenewsoftwareaddsparameters,whicharemoreimportantItisaparameter(seefigure,figure)to"considertheupperloadreductionfactor"(seefigure,figure)TheoperationofthepieceischosenItissatisfiedwiththeaseismaticexaminationandtheupperandlowerstiffnessratio(measuresminus,)etcAftertheindex,theprogramgivesthetextcalculationandthebottomframeloadseparately(seefigure)StepBottomframethecalculationofaseismicwallThesoftwarecutsthetopofthebottomframeofthehouseTheexternalloadandstructureofthemasonryareselfweighted,actingontopofthebottomframe,andnotconsideringthenewonesthatarenotmasonryThecontributionofthedegree,thebottomframepartasanindependentstructureanalysisAtthistimehaveaPK,TAT,SATWEThreesoftwareoptionsareavailable,includingSATWEandPK,whichcanbeusedtosetupaconcretebarThebottomframeoftheearthandmasonrywallistheearthquakeresistantwallstructure,andTATissuitableformasonryTheunderlyingframeofthewalltheearthquakeresistantwallstructure:PKsofteningcalculation:OnthePMCADmenu,thehorizontal"brickbottombox"datafile,thetoplayerInthesameplane,thereisnowronglayer,inclinedbeam,andtheupperloadispassedtothebeam,nottothewall(seefigure,)Theexternalloadshouldbecarefultofindtheadjustment,andthebeamshallbedefinedastheframebeam(seefigure,):SATWEddesignsoftwarecomputingChoose"masonrystructure"inthe"structureinformation"designparametersinthe"generalinformation"column(figure)Thenthereisthe"underlyingframelayernumber"inthe"masonrystructureinformation"column(figure),whichcanbefilledoutApositivenumber,oranegativenumberApositivenumberis"thecanonicalalgorithmforthePMmainmenu"(accordingto"gb",thisisthepreferredmethodEmptythebottompartonlyInthecaseofaSATWEdatafile,theprogramwillgenerateonlythegeometricdataofthebottompartThepiecesandloaddatafilesAutomaticallyfiltertheupperbricksectioninformationCanbeprocessedinfrontofthegraphicstestCheckandmodifythe"middle"layerloaddiagram"toreviewthechanges(figure)instructuralanalysis,ReadthesecondgenerateddatafileIfyoufillinanegativenumber,pressthe"finiteelementalgorithm"tomaketheupperbrickhouseandthebottomframeasoneAsawhole,thefiniteelementmethodofspatialcompositestructureisanalyzed,andforsomespecialbaseframe,Thefirstmethod,suchasaseismaticsewing,multipagoda,etc,hasnottakenintoaccounttheinfluenceofthesespecialfactors,Inthiscase,thismethodcanbecalculated,butsomeofthemethodsarebeyondthecurrentrulesAsanauxiliarymeans,thecalculationresultsareforreferenceonlyTATddesignsoftwarecomputing:ThehighlevelversionprovidesthespaceanalysiscalculationforthebottompartInthefirstplaceinthe"PMCADGeneratetheTATdata"dialogboxselected"astheframebrick"option,"parameterdialogboxSelect"frameworkstructure"andenter"specialloadviewanddefinition"throughdatacheckTheitemischeckedinthetilefloorplan,andthebrickbottombox(figure)ischeckedforconfirmationAllthepostprocessingofthebottomboxissimilartothenormalframestructure,suchasdisplacement,internalforceandcoordinationItissimilartothestructureofordinaryframe,suchasthereinforcement,crack,constructiondiagram,etcNote:theillustrationscannotbepluggedin,pleaseunderstandYoucanrefertothearticlebythislink:Referencetomyblog:|tomyblogThecreationoftheprojectboilerplateThenext|PKPMuserisoftenaskedMyadvertising

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[PKPM新天地]底框--抗震墙的设计

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