鋼梁—鋼筋混凝土柱柱貫穿型節(jié)點受力性能研究

1、武漢理工大學碩士學位論文鋼梁—鋼筋混凝土柱柱貫穿型節(jié)點受力性能研究姓名：王哲夫申請學位級別：碩士專業(yè)：結(jié)構(gòu)工程指導教師：戴紹斌20070401武漢理T大學碩士學位論文AbstractInthebuildingstructurefield，developnewmaterialstoimprovestructurefunctionsimultaneousindevelopingenergeticallycarryoutcombination

2、alsoinmakingUSeofnowavailableengineeringmaterialactive，thefunctionusingstructureismoreadvantageous，costofconstructionisthateconomy，constructionarerapidmoregotothelavatorymoreFromthatengineeringmaterialdisciplinedevelopsc

3、onditioncomingbrand—newengineeringmaterialapplicationreturnsbackatpresentinprobingastagehavenotdiscoveredthetrendthatotherhighgradematerialhasteplacesteelsandtheconcretewithinseveraltensnearestyears，theearlierstageinthet

4、wenty—firstcentury，thebuildingstructuremainbodymaterialwillstillbesteelandaconcreteasaresultUndersuchbackground，thematerialbeingquitedifferentwithsteelandconcretetwospeciesfunctionscarriesoutcombination，isthattheprojectb

5、oundaryimprovesoneofmainstructurefunctionmeansatpresentRCScompositeframe，composedofreinforcedconcretecolumnandsteelbeam，isanewlylowcostandhighlyefficientstructureforitseconomicalutilizationonthecharacteristieofsteelandre

6、inforcedconcreteThispaperaccomplishedtheexperimentresearchfortheThroughColumnsjointofreinforcedconcretecolumnandsteelbeam，andonthebasisoftheexperimentdata，thejointintensity、rigidity、influencefactorandtheloadedmechanismof

7、thejointandtherestrictcapabilityoftheconnectionplatewereanalyzed，themaincontentsconcentrateonthefollowingaspects：1Analyzingthethreejoint’Sdamageshape、hysteretieCUlNe、changeofrigidity、yieldingload、limitload、damageload、dur

8、ability、energydissipationcapacity、thestrainofthekeypositionandthemomenttransferringmechanism2Simulatingtheexperimentprocessusingthefiniteelementprogram，andcontrastivelyanalyzingtheexperimentdataandsimulatingdataconfirmin