陆洲导,谢莉萍,洪涛.受损对碳纤维加固框架节点的影响[J].同济大学学报,2003,31(3):253—257.LU Zhou-dao,XIE Li-ping,HONG Tao.A seismatic research on beam-column-slab subassemblies reinforced with low ration transverse reinforcement rehabilitated by carbon fiber reinforced plastic[J].Journal of Tongji University,2003,31(3):253-257.(in Chinese)
[2]
ANTONOPOULOS C P,THANASIS C T.Experimental investigation of FRP strengthened RC beam-column joints[J]. Journal of Composites for Construction,2003,7(1):39-49.
[3]
ANDREA P,ANTONIO N,GAETANO M,et al.Selective upgrade of underdesigned reinforced beam-column joints using carbon fiber-reinforced concrete[J].ACI Structural Journal,2004,101(5):699-707.
[4]
GRANATA P J,PARVIN A.An experimental study on Kevlar strengthening of beam-column connections[J].Composite Structures,2001,53(2):163-171.
[5]
AMOURY T E,GHOBARAH A.Seismic rehabilitation of beam-column joint using GFRP sheets[J].Engineering Structures,2002,24(11):1397-1407.
[6]
GERGELY J,PANTELIDES C P,REAVELEY L D.Shear strengthening of RCT-joints using CFRP composites[J]. Journal of Composites for Construction,2000,4(2):56-64.
吴波,王维俊.碳纤维布加固钢筋混凝土框架节点的抗震性能试验研究[J].土木工程学报,2005,38(4):60-65.WU Bo,WANG Wei-jun.An experimental study on the seismic behavior of beam-column joints strengthened with carbon fiber sheets[J].China Civil Engineering Journal,2005,38(4):60-65.(in Chinese)