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简要阐述了FRP( Fiber Reinforced Polymer)复合材料在混凝土柱抗震加固领域中应用的重要意义,从加固方法、抗震加固性能和抗震加固设计三个方面,总结了国内外关于FRP抗震加固混凝土柱的最新研究成果,分析了研究中存在的不足,并对未来发展进行展望.

参考文献

[1] 武萍,于峰,贡志刚.影响FRP约束混凝土柱力学性能的参数分析[J].纤维复合材料,2009(03):32-35.
[2] 吴毅彬,金国芳.增强纤维约束混凝土柱承载力计算方法对比[J].玻璃钢1复合材料,2011(01):7-11.
[3] 张海昆,童谷生,吴秋兰.BFRP约束方形混凝土柱轴心受压强度模型[J].玻璃钢/复合材料,2010(02):71-74.
[4] 邓宗才,李建辉.混杂FRP复合材料混杂效应的研究与进展[J].玻璃钢/复合材料,2008(01):9-13.
[5] Priestley M J N;Seible F;Fyfe E.Column seismic retrofit using fiber galss/expoxy jackets[A].Canada,1992
[6] Matasuda R F;Sato H;Fujiwara H.Effect of carbon fiber reinforcement as a strengthening measure for reinforced concrete bridge concrete bridge piers[A].Japan:Tsukuba Science City,1990:17-18.
[7] 赵彤,刘明国,谢剑,张景明.应用碳纤维布增强钢筋混凝土柱抗震能力的研究[J].地震工程与工程振动,2000(04):66-72.
[8] 赵彤,刘明国,谢剑.碳纤维布用于改善斜向受力高强混凝土柱抗震性能的研究[J].土木工程学报,2002(03):13-19.
[9] H.Saadatmanesh;M.R.Ehsani;Limin Jin .Seismic strengthening of circular bridge pier models with fiber composites[J].ACI Structural Journal,1996,93(06):639-647.
[10] Shamim A.Sheikh;Grace Yau .Seismic behavior of concrete columns confined with steel and fiber-reinforced polymers[J].ACI structural journal,2002(1):72-80.
[11] 吴刚;吕志涛;张继文.CFRP加固混凝土柱抗震性能断面试验研究[A].北京:清华大学,2002:144-149.
[12] 张柯;岳清瑞;叶列平.碳纤维布加固混凝土柱滞回耗能分析及目标延性系数的确定[A].北京,2000:227-232.
[13] 张轲,岳清瑞,叶列平,赵树红.碳纤维布加固混凝土柱改善延性的试验研究[J].工业建筑,2000(02):16-19.
[14] 范立础;卓卫东;薛元德.FRP筒套箍RC墩柱抗震性能的初步研究[A].北京,2000:113-117.
[15] Yan Xiao;Member ASCE;Rui Ms .Seismic retrofit of RC circular column using prefabricated composite jacketing[J].Journal of Structural Engineering - ASCE,1997,123(10):1357-1364.
[16] Xiao Yan;Wu H;Ma R.Prefabricated glass fiber composites jackets for retrofitting reinforced concrete columns[A].Composed and Hybrid Structures,USA:Los Angeles,2000:952-958.
[17] Feieder Seible;Member ASCE;M J Nigel Priestley;et all .Seismic retrofit of RC columns with continuous carbon fiber jackets[J].Journal of Composites for Construction ASCE,1997,1(02):52-62.
[18] Nanni A;Norris M S .FRP jacketed concrete under flexure and combined flexure-compression[J].Construction and Building Materials,1995,9(05):273-281.
[19] Togay Ozbakkaloglu;Murat Saatcioglu .Seismic Performance of Square High-Strength Concrete Columns in FRP Stay-in-Place Formwork[J].Journal of Structural Engineering,2007(1):44-56.
[20] Hamind Saadatmanesh;Mohammad R.Ehsani;Limin Jin .Repair of earthquake-damaged RC columns with FRP wraps[J].ACI Structural Journal,1997,94(02):206-215.
[21] Shuenn-Yih Chang;Yeou-Fong Li;Chin-Hsiung Loh .Experimental Study of Seismic Behaviors of As-Built and Carbon Fiber Reinforced Plastics Repaired Reinforced Concrete Bridge Columns[J].Journal of Bridge Engineering,2004(4):391-402.
[22] 邓宗才,李建辉,张小冬.混杂FRP加固腐蚀混凝土柱抗震性能试验[J].北京工业大学学报,2009(10):1356-1363.
[23] Kobatake Y. .A seismic retrofitting method for existing reinforced concrete structures using CFRP[J].Advanced Composite Materials: The Official Journal of the Japan Society of Composite Materials,1998(1):1-22.
[24] Ogata T;Osada K.Seismic retrofitting of expressway bridges in Japan[J].Cement and Concrete Composites,2000(22):17-27.
[25] Priestley M J N;Verma R;Xiao Y .Seismic shear strength of reinforced concrete columns[J].Journal of Structural Engineering,1994,120(08):2310-2329.
[26] Seible F;Priestley M J N;Hegemier G A et al.Seismic retrofit of RC columns with continuous carbon fiber jackets[J].Journal of Composites for Construction ASCE,1997,1(02):55-62.
[27] 滕锦光;陈建飞;ST史密斯.FRP加固混凝土结构[M].北京:中国建筑工业出版社,2005
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