引文
[1]ACI 440.2R—08 Guide for the design and construction ofexternally bonded FRP systems for strengthening concretestructures[S].Farmington Hills,MI:American ConcreteInstitute,2008
[2]Seible F,Nigel Priestley M J,Hegemier G A,et al.Seismic retrofit of RC columns with continuous carbon fiberjackets[J].Journal of Composites for Construction,1997,1(2):52-62
[3]Saadatmanesh H,Ehsani M R,Jin Limin.Seismicstrengthening of circular bridge pier models with fibercomposites[J].ACI Structural Journal,1996,93(6):939-947
[4]Aquino W,Hawkins N M.Seismic retrofitting of corrodedreinforced concrete columns using carbon composites[J].ACI Structural Journal,2007,104(3):348-356
[5]Xiao Yan,Ma Rui.Seismic retrofit of RC circular columnsusing prefabricated composite jacketing[J].Journal ofStructural Engineering,1997,123(10):1357-1364
[6]Harajli M H,Rteil A A.Effect of confinement using fiber-reinforced polymer or fiber-reinforced concrete on seismicperformance of gravity load-designed columns[J].ACIStructural Journal,2004,101(1):47-56
[7]Brena S F,Schlick B M.Hysteretic behavior of bridgecolumns with FRP-jacketed lap splices designed formoderate ductility enhancement[J].Journal of Compositesfor Construction,2007,11(6):565-574
[8]高献.FRP约束圆钢筋混凝土柱滞回性能研究[D].福州:福州大学,2005(Gao Xian.Research on cyclicbehaviors of circular RC columns confined with FRP jackets[D].Fuzhou:Fuzhou University,2005(in Chinese))
[9]单波.FRP加固钢筋混凝土柱考虑地震及使用损伤的长期性能和修复[D].长沙:湖南大学,2006(Shan Bo.Experimental studies on long-term behavior of FRPretrofitted RC columns with earthquake loading damage[D].Changsha:Hunan University,2006(in Chinese))
[10]Sheikh S A,Yau G.Seismic behavior of concrete columnsconfined with steel and fiber-reinforced polymers[J].ACIStructural Journal,2002,99(1):72-80
[11]Iacobucci R D,Sheikh S A,Bayrak O.Retrofit of squareconcrete columns with carbon fiber-reinforced polymer forseismic resistance[J].ACI Structural Journal,2003,100(6):785-794
[12]Bousias S N,Triantafillou T C,Fardis M N,et al.Fiber-reinforced polymer retrofitting of rectangular reinforcedconcrete columns with or without corrosion[J].ACIStructural Journal,2004,101(4):512-520
[13]顾冬生,吴刚,吴智深,等.CFRP加固高轴压比钢筋混凝土短圆柱抗震性能试验研究[J].工程抗震与加固改造,2006,28(6):71-77(Gu Dongsheng,Wu Gang,WuZhingshen,et al.Experimental study on seismicperformance of RC short circular columns strengthened withCFRP composites under high level compression[J].Earthquake Resistant Engineering and Retrofitting,2006,28(6):71-77(in Chinese))
[14]赵彤,刘明国,谢剑.碳纤维布抗震加固斜向受力钢筋混凝土柱的非线性分析[J].世界地震工程,2001,17(4):53-59(Zhao Tong,Liu Mingguo,Xie Jian.Nonlinearanalysis of reinforced concrete columns with carbon fibersheet subjected to axial compression and biaxial bending[J].World Information on Earthquake Engineering,2001,17(4):53-59(in Chinese))
[15]Mosalam K M,Talaat M,Binici B.A computational modelfor reinforced concrete members confined with fiberreinforced polymer lamina:implementation andexperimental validation[J].Composites Part B:Engineering,2007,38(5/6):598-613
[16]Haroun M A,Elsanadedy H M.Numerical models forcomposite-jacketed reinforced concrete bridge columns[J].Journal of Reinforced Plastics and Composites,2003,22(13):1203-1219
[17]Perera R.A numerical model to study the seismic retrofit ofRC columns with advanced composite jacketing[J].Composites Part B:Engineering,2006,37(4/5):337-345
[18]Lee C S.Modeling of FRP-jacketed RC columns subject tocombined axial and lateral loads[D].San Diego:University of California,2006
[19]陶忠,高献,于清.FRP约束圆钢筋混凝土柱滞回性能的理论分析[J].工业建筑,2005,35(9):15-19(TaoZhong,Gao Xian,Yu Qing.Theoretical analysis ofhysteretic behavior of FRP-confined RC columns[J].Industrial Construction,2005,35(9):15-19(in Chinese))
[20]王震宇,芦学磊,李伟,等.塑性铰区碳纤维约束高强混凝土圆柱抗震性能的试验研究[J].建筑结构,2009,39(2):21-24(Wang Zhenyu,Lu Xuelei,Li Wei,et al.Experimental research on seismic performance of highstrength concrete circular column confined with carbon fibersheets at plastic hinge zone[J].Building Structure,2009,39(2):21-24(in Chinese))
[21]Mazzoni S,McKenna F,Fenves G L,et al.Open systemfor earthquake engineering simulation(OpenSees):Command language manual[M].Berkeley,USA:University of California,2003
[22]Menegotto M,Pinto P E.Method of analysis for cyclicallyloaded R.C.plane frames including changes in geometryand non-elastic behavior of elements under combinednormal force and bending[R].Lisbon:InternationalAssociation for Bridge and Structural Engineering,1973
[23]Scott B D,Park R,Priestley M J N.Stress-strain behaviorof concrete confined by overlapping hoops at low and highstrain rates[J].ACI Journal Procedings,1982,79(1):13-27
[24]Mander J B,Priestley M J N,Park R.Theoretical stress-strain model for confined concrete[J].Journal of StructuralEngineering,1988,114(8):1804-1826
[25]Harajli M H.Axial stress-strain relationship for FRPconfined circular and rectangular concrete columns[J].Cement&Concrete Composites,2006,28(10):938-948
[26]王震宇,李洪鹏.重复荷载作用下碳纤维约束混凝土加卸载准则[J].建筑结构,2009,39(7):100-103(WangZhengyu,Li Hongpeng.Loading and unloading criteria ofFRP-confined concrete under cyclic compression[J].Building Structure,2009,39(7):100-103(in Chinese))
[27]Lam L,Teng J G.Stress-strain model for FRP-confinedconcrete under cyclic axial compression[J].EngineeringStructures,2009,31(2):308-321
[28]Shao Y,Zhu Z,Mirmiran A.Cyclic modeling of FRP-confined concrete with improved ductility[J].Cement andConcrete Composites,2006,28(10):959-968