FRP加固混凝土柱的位移延性系数研究
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摘要
简要概括了FRP抗震加固混凝土柱的位移延性系数的相关研究成果,包括其影响因素和计算公式,尤其是塑性铰区高度,并提出进一步的研究趋向和思路。
This paper presents a brief review on displacement ductility coefficient of FRP-strengthened RC columns,including influence factors and useful formulas,particularly in plastic hinge length.Also useful conclusions for further investigations are proposed.
This paper presents a brief review on displacement ductility coefficient of FRP-strengthened RC columns,including influence factors and useful formulas,particularly in plastic hinge length.Also useful conclusions for further investigations are proposed.
引文
[1]ACI440.2R-08,Guide for the design and construction of exter-nally bonded FRP systems for strengthening concrete structures(draft)[S].
[2]赵彤,刘明学,谢剑.碳纤维布提高高强混凝土柱抗震能力评估方法[J].天津大学学报,2005,38(2):109-113.
[3]吴刚,吕志涛,蒋剑彪.碳纤维布加固钢筋混凝土柱抗震性能的试验研究[J].建筑结构,2002,32(10):42-45.
[4]赵彤,刘明学,谢剑.碳纤维布增强钢筋混凝土柱延性性能的评估与分析[J].地震工程与工程振动,2003,23(4):117-123.
[5]蔡晓萌.碳纤维加固钢筋混凝土柱抗震性能研究[D].北京:北京建筑工程学院,2006.
[6]赵树红,叶列平,张轲,岳清瑞.碳纤维布对混凝土柱抗震加固的试验分析[J].建筑结构,2001,31(12):17-19.
[7]张柯,岳清瑞,赵树红,等.碳纤维布加固混凝土改善延性的试验研究[J].工业建筑,2000,30(2):16-19.
[8]张轲,岳清瑞,叶列平.碳纤维布加固钢筋混凝土柱滞回耗能分析及目标延性系数确定[J].工业建筑,2001,31(6):5-8.
[9]陈杰.FRP加固钢筋混凝土柱抗震性能的试验研究[D].南京:东南大学,2004.
[10]Ricardo Perera.A numerical model to study the seismic retrofit ofRC columns with advanced composite jacketing[J].CompositesPart B:Engineering,2006,37(4-5):337-345.
[11]D J Oehlers,M C Griffith,M S Mohamed Ali.Ductility compo-nents and limits of FRP-plated RC structures[J].Constructionand Building Materials,2009,23(4):1538-1543.
[12]Sungjin Bae,Oguzhan Bayrak.Plastic hinge length of reinforcedconcrete columns[J].ACI Structural Journal,2008,105-S28:290-300.
[13]Baker ALL.Ultimate load theory applied to the design of rein-forced and prestressed concrete frames[Z].London:ConcretePublications Ltd,1956.
[14]Sawyer HA.Design of concrete frames for two failure states[Z].In:Proceedings of the international symposium on the flexuralmechanics of reinforced concrete,ASCE-ACI,Miami,1964.
[15]Corley GW.Rotation capacity of reinforced concrete beams[J].Struct Eng ASCE,1966,92(ST10).
[16]Mattock AH.Discussion of rotational capacity of reinforced con-crete beams,by W.D.G.Corley[J].Struct Div ASCE,1967,93(2).
[17]Priestley MJN,Park R.Strength and ductility of concrete bridgecolumns under seismic loading[J].ACI Struct,1987,84(S8):61-76.
[18]Lu Y,Gu X,Guan J.Probabilistic drift limits and performance e-valuation of reinforced concrete columns[J].ASCE J StructEng,2005,131(6):966-978.
[19]Coleman J,Spacone E.Localization issues in force-based frameelements[J].Struct.Eng.,2001,127(11):1257-1265.
[20]Panagiotakos TB,Fardis MN.Deformations of reinforced concretemembers at yielding and ultimate[J].ACI Struct,2001,(March/April).
[21]Anderson N,Daniell J,Luey L,Quince M.Rotational componentsof reinforced concrete members,final year undergraduate researchthesis[Z].School of Civil and Environmental,Engineering,TheUniversity of Adelaide,2006.
[22]贾红梅,阎贵平.Pushover方法在双柱桥墩抗震性能评估上的应用[J].北京交通大学学报,2008,32(1):74-78.
[23]蔡元奇,朱以文,黄建中,黄克戬.评估结构抗震性能的能量方法[J].地震工程与工程振动,2003,23(4):64-68.
[2]赵彤,刘明学,谢剑.碳纤维布提高高强混凝土柱抗震能力评估方法[J].天津大学学报,2005,38(2):109-113.
[3]吴刚,吕志涛,蒋剑彪.碳纤维布加固钢筋混凝土柱抗震性能的试验研究[J].建筑结构,2002,32(10):42-45.
[4]赵彤,刘明学,谢剑.碳纤维布增强钢筋混凝土柱延性性能的评估与分析[J].地震工程与工程振动,2003,23(4):117-123.
[5]蔡晓萌.碳纤维加固钢筋混凝土柱抗震性能研究[D].北京:北京建筑工程学院,2006.
[6]赵树红,叶列平,张轲,岳清瑞.碳纤维布对混凝土柱抗震加固的试验分析[J].建筑结构,2001,31(12):17-19.
[7]张柯,岳清瑞,赵树红,等.碳纤维布加固混凝土改善延性的试验研究[J].工业建筑,2000,30(2):16-19.
[8]张轲,岳清瑞,叶列平.碳纤维布加固钢筋混凝土柱滞回耗能分析及目标延性系数确定[J].工业建筑,2001,31(6):5-8.
[9]陈杰.FRP加固钢筋混凝土柱抗震性能的试验研究[D].南京:东南大学,2004.
[10]Ricardo Perera.A numerical model to study the seismic retrofit ofRC columns with advanced composite jacketing[J].CompositesPart B:Engineering,2006,37(4-5):337-345.
[11]D J Oehlers,M C Griffith,M S Mohamed Ali.Ductility compo-nents and limits of FRP-plated RC structures[J].Constructionand Building Materials,2009,23(4):1538-1543.
[12]Sungjin Bae,Oguzhan Bayrak.Plastic hinge length of reinforcedconcrete columns[J].ACI Structural Journal,2008,105-S28:290-300.
[13]Baker ALL.Ultimate load theory applied to the design of rein-forced and prestressed concrete frames[Z].London:ConcretePublications Ltd,1956.
[14]Sawyer HA.Design of concrete frames for two failure states[Z].In:Proceedings of the international symposium on the flexuralmechanics of reinforced concrete,ASCE-ACI,Miami,1964.
[15]Corley GW.Rotation capacity of reinforced concrete beams[J].Struct Eng ASCE,1966,92(ST10).
[16]Mattock AH.Discussion of rotational capacity of reinforced con-crete beams,by W.D.G.Corley[J].Struct Div ASCE,1967,93(2).
[17]Priestley MJN,Park R.Strength and ductility of concrete bridgecolumns under seismic loading[J].ACI Struct,1987,84(S8):61-76.
[18]Lu Y,Gu X,Guan J.Probabilistic drift limits and performance e-valuation of reinforced concrete columns[J].ASCE J StructEng,2005,131(6):966-978.
[19]Coleman J,Spacone E.Localization issues in force-based frameelements[J].Struct.Eng.,2001,127(11):1257-1265.
[20]Panagiotakos TB,Fardis MN.Deformations of reinforced concretemembers at yielding and ultimate[J].ACI Struct,2001,(March/April).
[21]Anderson N,Daniell J,Luey L,Quince M.Rotational componentsof reinforced concrete members,final year undergraduate researchthesis[Z].School of Civil and Environmental,Engineering,TheUniversity of Adelaide,2006.
[22]贾红梅,阎贵平.Pushover方法在双柱桥墩抗震性能评估上的应用[J].北京交通大学学报,2008,32(1):74-78.
[23]蔡元奇,朱以文,黄建中,黄克戬.评估结构抗震性能的能量方法[J].地震工程与工程振动,2003,23(4):64-68.
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