Mohamed S.E ffect of fire on FR Prein forced concrete members[J].Composite Structures,2002,58:11-20
[5]
ISIS Design Manual No.4.S trengthening reinforced concrete structures with externally-bonded fiber reinforced polymers[S].Winnipeg,Canada:Intelligent Sensing for Innovative Structures,2001
[6]
ACI 440.2R-02.Guide for the design and construction of externally bonded FR Psystems for strengthening concrete structures[S].Farmington Hills,Michigan:American Concrete Institute,2002
[7]
Concrete Society Technical Report No.55.Designguidance for strengthening concrete structures using fiber compositem aterials[S].The Concrete Society,2004
Williams B K.Fire performance of FRP-strengthened reinforced concrete flexural members[D].PH.D.Thesis,Kingston,On tario,Canada:Department of Civil Engineering,Queens University,2004
[11]
Bisby L A.Fire behaviour of FR Prein forced or confined concrete[D].PH.DThesis,Kingston,Ontario,Canada:Deparmtent of Civil Engineering,Queens University,2003
[12]
Lie T T and Celikkol B.Method to calculate the fire resistance of circular reinforced concrete columns[J].ACIM aterials Journal,1991,88(1):84-91