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1、鋼框架焊接梁柱節(jié)點子結(jié)構(gòu)抗倒塌性能試驗研究霍靜思,王寧,陳英(湖南大學(xué)教育部建筑安全與節(jié)能重點實驗室,湖南長沙410082)摘要:設(shè)計了2種過焊孔構(gòu)造(扇形和擴大型過焊孔)的3個鋼框架梁柱節(jié)點子結(jié)構(gòu)試件,采用落錘沖擊的加載試驗方法模擬結(jié)構(gòu)的動態(tài)倒塌過程。通過試驗獲得節(jié)點試件的破壞形態(tài)及其沖擊荷載和變形時程曲線,分析試件沖擊荷載和位移時程響應(yīng)規(guī)律以及子結(jié)構(gòu)動態(tài)轉(zhuǎn)角和耗能變化趨勢。結(jié)果表明:過焊孔構(gòu)造對節(jié)點在沖擊荷載作用下的破壞形態(tài)和力學(xué)性能有顯著影響,補強焊縫可有效改善擴大過焊孔節(jié)點的上翼緣壓曲;與扇形過焊孔相比,擴大型過焊孔節(jié)點試件
2、具有更好的抗沖擊轉(zhuǎn)動能力,其極限轉(zhuǎn)角滿足FEMA350中的轉(zhuǎn)角限值(θ=0.064rad)要求;通過分析沖擊過程中試件截面內(nèi)力發(fā)展規(guī)律可知,由于節(jié)點過早破壞限制懸鏈線效應(yīng)的形成,該類型節(jié)點子結(jié)構(gòu)由于節(jié)點轉(zhuǎn)動能力不足不能充分發(fā)揮懸鏈線效應(yīng)。關(guān)鍵詞:梁柱節(jié)點;動態(tài)沖擊試驗;動力性能;懸鏈線效應(yīng);抗倒塌能力中圖分類號:TU973.15TU317.1文獻標(biāo)志碼:AExperimentalstudyoncollapseresistanceofweldedbeam-columnconnectionsubstructureofsteelframe
3、basedonseismicdesignHUOJingsi,WANGNing,CHENYing(KeyLaboratoryofBuildingSafetyandEnergyEfficiencyofChinaMinistryofEducation,HunanUniversity,Changsha410082,China)Abstract:Threeweldedbeam-columnconnectionsubstructuresofsteelframewithtwokindsofweldaccessholes(fan-shapedand
4、enlargedweldaccesshole)weredesignedbasedontheChineseseismiccodeandrelevantreferences.Theimpacttestsusingdrop-hammerwerecarriedouttosimulatethedynamicbehaviorofstructuralprogressivecollapse.Thefailuremodesandtimehistoriesofimpactloadanddeformationwereobtained,andtheresp
5、onseregularityoftheimpactloadanddeformationtimehistorieswereanalyzedaswellasthedynamicrotationandenergydissipationofthesubstructure.Testresultsshowthatthestructuraldetailingofweldaccessholehasasignificanteffectonbearingcapacityanddeformationperformanceoftheconnectionsu
6、nderimpactloading.Thereinforcedweldcaneffectivelyimprovethelocalbucklingbehaviorofupperflangeoftheweldedconnectionswithenlargedweldaccesshole.Comparedwiththespecimenwithfan-shapedweldaccesshole,thespecimenwithenlargedweldaccessholehasbetterrotationcapacitytoresistimpac
7、tloading,whileitsultimaterotationreachestheseismicdesignlimit(θ=0.064rad)ofFEMA350.Theinternalforcedevelopmentofspecimensduringtheimpactloadingwasanalyzedanditdemonstratesthattheprematurefailureoftheweldedbeam-columnconnectiondegradestheformationofcatenaryaction.Theref
8、ore,thesteelframewithweldedconnectioncannotgivefullplaytocatenaryactionduetothedeficiencyinconnectionrotation.Keyword