参考文献/References:
[1] LégeronFrederic,PaultrePatrick.Behaviorofhighstrengthconcretecolumnsundercyclicflexureandcon - stantaxialload[J].Aci-StructuralJournal,2000,97(4):591-601.
[2] PaultreP,LégeronF,MongeauD.Influenceofconcretestrengthandtransversereinforcementyieldstrengthonbehaviorofhigh-strengthconcretecolumns[J].Aci-StructuralJournal,2001,98(4):490-501.
[3] El-TawilS,DeierleinGG.Strengthandductilityofconcreteencasedcompositecolumns[J].JournalofStructuralEngineering-ASCE,1999,129(9):1009- 1019.
[4] ZhangJiancheng,JiaJinqing,YuJing.Seismicbehaviorofsteelreinforcedultra-highstrengthconcretecompos- iteframe:experimentalstudy[J].AdvancesinStructur- alEngineering,2019,22(9):2179-2191.
[5] ZhangJiancheng,JiaJinqing.ExperimentalstudyonseismicbehaviorofcompositeframeconsistingofSRCbeamsandSRUHSCcolumnssubjectedtocyclicloading[J].ConstructionandBuildingMaterials,2016,125(8):1055-1065.
[6] 张建成.钢骨超高强混凝土框架结构体系抗震性能研究[D].大连:大连理工大学,2017.
[7] LiWei,HanLinhai.SeismicperformanceofCFSTcol- umntosteelbeamjointwithRCslab:Jointmodel[J].JournalofConstructionalSteelResearch,2010,66(11):1374-1386.
[8] LiWei,HanLinhai.SeismicperformanceofCFSTcol- umntosteelbeam jointswithRCslab:Analysis[J].JournalofConstructionalSteelResearch,2011,67(1):127-139.
[9] 郭子雄,吕西林.高轴压比框架柱恢复力模型试验研究[J].土木工程学报,2004,37(5):32-38.
[10] 殷小蟩,吕西林,卢文胜.配置十字型钢的型钢混凝土柱恢复力模型[J].工程力学,2014,31(1):97-103.
[11] 闫长旺,杨 勇,贾金青,等.钢骨超高强混凝土框架节点恢复力模型[J].工程力学,2015,32(12):154- 160.
[12] 刘 伟,贾金青,涂兵雄.型钢超高强混凝土框架边节点恢复力模型研究[J].水利与建筑工程学报,2016,14(1):112-117.
[13] KrawinklerHelmut,ZohreiMahmud.Cumulativedam- ageinsteelstructuressubjectedtoearthquakegroundmotions[J].Computers& Structures,1983,16(1):531-541.
[14] WangChiHsiang,FolienteGregC,SivaselvanMet- tupalayamV,etal.Hystereticmodelsfordeterioratinginelasticstructures[J].JournalofEngineeringMechan- ics,2001,127(11):173-188.
[15] RahnamaM,KrawinklerH.Effectofsoftsoilsandhys- teresismodelsonseismicdesignspectra[R].JohnA.BlumeEarthquakeEngineeringResearchCenterReportNo.108,DepartmentofCivilEngineering,StanfordUni- versity,1993.
相似文献/References:
[1]刘伟,贾金青,涂兵雄.型钢超高强混凝土框架边节点恢复力模型研究[J].水利与建筑工程学报,2016,(01):112.[doi:10.3969/j.issn.1672-1144.2016.01.021]
[2]黄冀卓,朱骏球,林楚修.扩孔型端板连接新型钢结构节点恢复力模型[J].水利与建筑工程学报,2017,(04):6.[doi:10.3969/j.issn.1672-1144.2017.04.002]
[3]贾金青,毛鹏飞,张丽华,等.后掺骨料混凝土框架边节点恢复力模型研究[J].水利与建筑工程学报,2020,(03):155.[doi:10.3969/j.issn.1672-1144.2020.03.028]
[4]贾金青,杜佳篧,张丽华.后掺骨料混凝土中长柱恢复力模型研究[J].水利与建筑工程学报,2022,(04):176.[doi:10.3969/j.issn.1672-1144.2022.04.026]