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深梁填充钢框架滞回性能试验地研究.pdf

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文档介绍:研究价值和广阔的工程应用前景。关键词:深梁、钢框架、耗能能力、低周反复加载、滞回性能。 Abstract Steelframe and shear wallinfilledsteelframe reflecttwo endpoints oftheamplitude of the structural increasement beam infilledsteel frame Can meet therequired stiffnessbetween thetwoendpIoints andCanajust thestructual stiffness within simple structure andeasy connections ofdeepbeam infilled steelframe actualize theconvenience forassembly anddisassembly position ofdeepbeam insteelframe isflexibleand therefore thedoors and windows can be an'aged structure Canapplied toboth new buildings and thereinforcement of established itshows great theoretical research value and broad application foreground. At present,the research ofdeepbeam infilledsteelframe abroad is atthevery initial China,this research isnearly thispaper,low—cycle loading testmethod is employed,considering nonlinear factors ofdifferentmaterials and height—widthratios,deep beams from threekinds ofmaterials(steel,reinforced concrete posite)are each kind ofmaterial,two deepbeams ofdifferent sizesare parative test ofpure steelframe,seven model plished intotal. For eachspecimen,the hysteretic loops,distribution of stressand deformation behaviour under low—cycle loading arerepresented,the principle ofenergy dissipation isanalyzed,and theductilityandstrengthdegeneration onexperiment results,the affects ofmaterialandheight-width ratioofdeepbeams areconcluded. The experiment data demonstrated paring topure steelframe,deep beam infilledsteelframe structureapparently enhanced the intialstiffness and ultimatebearing capacity,solved theproblem ofstiffness insufficiency changing theheight towidth aspect ratio,the modulation ofstiffness could transitionbetween pure frame andframe-shear wallprovided urateand economical structuralformfor engineering design. Comparing topureframe,t