引文
[1]范立础.现代化城市桥梁抗震设计若干问题[J].同济大学学报,1997,25(2):147-154.
[2]刘恢先.唐山大地震震害(第三册)[M].北京:地震出版社,1986.
[3]孙利民,范立础.阪神地震后日本桥梁抗震设计规范的修订[J].同济大学学报,2001,29(1):60-64.
[4]Li J Z,Peng TB,Xu Y.Damage investigation of girder bridges under the Wenchuan earthquake andcorresponding seismic design recommenda-tions[J].Earthquake Engineering and Engineering Vibration,2008,7(4):337-344.
[5]王东升,郭迅,孙治国,等.汶川大地震公路桥梁震害初步调查[J].地震工程与工程振动,2009,29(3):84-94.
[6]孙治国,王东升,郭迅,等.汶川大地震绵竹市回澜立交桥震害调查[J].地震工程与工程振动,2009,29(4):132-138.
[7]叶列平,冯鹏.FRP在工程结构中的应用与发展[J].土木工程学报,2006,39(3):24-36.
[8]肖岩.套管钢筋混凝土柱结构的发展和展望[J].土木工程学报,2004,37(4):8-12.
[9]Cheng C T,Yang J C,Yeh Y K,et al.Seismic performance of repaired hollow-bridge piers[J].Construction and Building Materials,2003,17(5):339-351.
[10]Lehman D E,Gookin S E,Nacamuli A M,et al.Repair of earthquake-damaged bridge columns[J].ACI Structural Journal,2001,98(2):233-242.
[11]Saiidi MS,Cheng Z Y.Effectiveness of composites in earthquake damage repair of reinforced concrete flared columns[J].Journal of StructuralEngineering,ASCE,2004,8(4):306-314.
[12]Youm K S,Lee HE,Choi S.Seismic performance of repaired RC columns[J].Magazine of Concrete Research,2006,58(5):267-276.
[13]Chang S Y,Li YF,Loh C H.Experimental study of seismic behaviour of as-built and carbon fiber reinforced plastics repaired reinforced concretebridge columns[J].Journal of Bridge Engineering,ASCE,2004,9(4):391-402.
[14]Fukuyama K,Higashibata Y,Miyauchi Y.Studies on repair and strengthening methods of damaged reinforced concrete columns[J].Cement&Concrete Composites,2000,22(1):81-88.
[15]Haroun MA,Mosallam A S,Feng MQ,et al.Experimental investigation of seismic repair and retrofit of bridge columns by composite jackets[J].Journal of Reinforced Plastics and Composites,2003,22(14):1243-1268.
[16]Iacobucci R D,Sheikh S A,Bayrak O.Retrofit of square concrete columns with carbon fiber-reinforced polymer for seismic resistance[J].ACIStructural Journal,2003,100(6):785-794.
[17]Saadatmanesh H,Mohammad MR,Jin L.Repair of earthquake-damaged RC columns with FRP wraps[J].ACI Structural Journal,1997,94(2):206-215.
[18]Yoshimura K,Kikuchi K,Kuroki M.Seismic shear strengthening method for existing reinforced concrete short columns[C].Proceedings of theACI International Conference on Evaluation and Rehabilitation of concrete structures and Innovations in Design,SP-128,American Concrete In-stitute,Farmington Hills,Michigan,1991:1065-1079.
[19]Stoppenhagen D R,Jirs J O,Wyllie L A.Seismic repair and strengthening of a severely damaged concrete frame[J].ACI Structural Journal,1995,92(2):177-187.
[20]Ghosh K K,Sheikh S A.Seismic upgrade with carbon fiber-reinforced polymer of columns containing lap-spliced reinforcing bars[J].ACI Struc-tural Journal,2007,104(2):227-236.
[21]Xiao Y,Ma R.Seismic Retrofit of RC circular columns using prefabricated composite jacketing[J].Journal of Structural Engineering,ASCE,1997,123(10):1357-1364.
[22]Aboutaha R S,Engelhardt MD,Jirsa J O,et al.Experimental investigation of seismic repair of lap splice failures in damaged concrete columns[J].ACI Structural Journal,1999,96(2):297-306.
[23]Cheng C T,Mo Yl,Yeh YK.Evaluation of as-bulit,retrofitted,and repaired shear-critical hollowbridge columns under earthquake-type load-ing[J].Journal of Bridge Engineering,ASCE,2005,10(5):520-529.
[24]Cheng C T,Yeh Y K,Mo Y L.Flexural repair of hollow rectangular bridge columns failed due to earthquake-type loading[J].Materials andStructures,2004,37(10):717-723.