半剛性框架節(jié)點(diǎn)性能研究

半剛性框架節(jié)點(diǎn)性能研究

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時(shí)間:2019-05-10

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1、西南交通大學(xué)碩士學(xué)位論文半剛性框架節(jié)點(diǎn)性能研究姓名:張上申請(qǐng)學(xué)位級(jí)別:碩士專業(yè):結(jié)構(gòu)工程指導(dǎo)教師:黃慧萱20090301ABSTRACT黝theuninterrupteddevelopmentofresidentialindustryinourcountry,moreandmoretallbuildingofsteelfranlestructureshavebeenapplied.,nleconventionalanalysisanddesignofsteelframeareperformedusingtheassumptionthatconnectionsareeitherfull

2、yrindorideallypinned.Theseidealizedassumptionssimplifytheanalysisanddesignofsteelframeconsumedly,buttheycouldnotreflecttheactualworkconditiOIlSofstructures.Inaddition,intheCodefordesignofsteelstructures(GB50017-2003),thesemi.rigidconnectionsarereferredto,butarenotspecifiedhowtouseitindesign.Sem

3、i.rigidconnectioneffectsnotonlyintemaltheforceanddisplacement,butalSOthestabilityanddynamiccharacteristicsofstructure,Accordingtotheseproblems,somesuggestionsareproposedinpresentstudy,buttheyarenotcomprehensivewhenitcomestOhowtotakeconsiderationoftheeffectofsemi.rigidconnectiononstructureperfor

4、manceduringtheprocessofstructuraldesign.Aimedatthepoint,thecharacteristicsofatypicalsemi-.rigidconnection-·-joint-topandseatanglewithdoublewebanglessemi-rigidconnectionarediscussedandstudied.Thepresentfindingsofsemi.rigidconnections,themethodfordesignofbeam—to.columnconnectionsinthecodesfromChi

5、naandothercountries,andthecharacteraboutsemi.rigidconnections,werebrieflyintroducedinthisPaper.ThesimulatedmethodoftheM..0relationCUlWeofsemi..rigidconnections,thecomputingequationsabouttheinitialstiffnessandmomentcapacitiesofioint-topandseatanglewithdoublewebanglessemi.rigidconnection,weredisc

6、ussed.Thereafter,byusingthenonlinearfiniteelementmethodProgramANSYS,joint—topandseatanglewithdoublewebanglessemi.rigidconnectionareanalyzed,andcontrastiveanalysesarecarriedoutwithtestingresults.Intheend,somesuggestionsaremadetoimprovethecharacterofioint-topandseatanglewithdoublewebanglessemi-ri

7、gidconnection.Theimprovedmodelsarealsoanalyzed.Finallysomeconclusionandcorrespondingdesignsuggestionsareputforward.Keywords=semi--rigidconnection:ANSYS:joint—topandseatangIewithdoubIewebangIessemi—rigidconnection:finiteeIementmeth

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