文档介绍：摘要摘要随着城市的发展,高层建筑越来越多。剪力墙及由剪力墙组成的简体是高层建筑的核心抗侧力构件。因此,研制抗震性能好的剪力墙是工程的亟需。本文提出了适用于钢管混凝土边框组合剪力墙的新型抗剪连接键,‘为了研究由这种新型抗剪连接键连接的钢管混凝土边框与剪力墙共同工作的性能,进行了相应的试验研究和分析。主要贡献如下: 。对各节点的承载力、耗能能力、滞回特性以及破坏形态等进行了较系统的分析,分析了其工作机理。同时,完成了6个不同型式锚固钢板与混凝土梁锚固试件的试验研究,分析了钢板与混凝土锚固粘结的机理。 ,给出了钢管混凝土边框和剪力墙组合节点承载力计算方法。,并在实际工程应用中表明其有可靠的工作性能。主要结论: 试验研究表明:本文提出的用于钢管混凝土边框与剪力墙连接的U形和反U形抗剪连接键,工作性能可靠;为使钢板与混凝土有良好的锚固性能,钢板锚固端部宜加工成类似钢筋端部的弯钩型;本文提出的钢管混凝土边框与剪力墙连接的节点构造措施,可用于抗震设计。关键词:钢管混凝土;剪力墙;抗剪连接键;组合节点;试验研究 ABSTRACT ABSTRACT Along withurbanization advancement speeding up,there alemoleandmore high-rise walland tube structure are theprimary kind oflateralforce resistant systems inhigh-rise shearwallwithexcellent behavior onresistingearthquake isurgency kind ofconnection methods which alea也apted to uSc posite shearwallwith concrete filledsteeltubeeoltmans alegiven inthepaper, tostudy the work performance between concrete础cd steeltubecolumns and shearwall, theexperimental researchandanalysis are listedas follow: SySmTfiCexperimental research on posite connections between concrete filledsteeltubecolumns and shear wall under low cyclereversedloading have loadingcapacity,energy dissipation,hysteretic behavior,failurephenomena andworking mechanisrn ofeach model hasbeen thesametime,experiment on 6differenttypes ofanchorage plateandconcrete beam specimen has anchorage mechanism ofplateand concrete hasbeenanalyzed. on theexperimental researcl[1,theloading capacitymethod posite connections between concrete皿ed steeltubecolumnsand shearwall hasbeen百V饥 measures posite connection between concretefilled steeltube columns and shear wallhave been supplied,the working performance posite connection inproject iscredible. Mainconsiderations areconcluded asfollow: Based ontheexperimental research,The connectorswithshape