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- W2391806152 abstract "According to thecode for design of highway reinforced concrete and prestressed concrete bridges and culverts(JTG D62 2004)and Chen-Teng model,has established the limiting condition equation of bridge strengthening with CFRP texture.Use the first order second moment to calculate the reliability index thanks to the bridge carry capacity of cross section are insufficient,the computed result indicated satisfiedunified standard for reliability design of highway engineering(GB/T 50283-1999).Through a bridge strengthening example,examined the reliability index.Confirm the feasibility of this design method." @default.
- W2391806152 created "2016-06-24" @default.
- W2391806152 creator A5004268523 @default.
- W2391806152 date "2010-01-01" @default.
- W2391806152 modified "2023-09-23" @default.
- W2391806152 title "Reliability index calculation of existing bridges strengthened with FRP texture" @default.
- W2391806152 hasPublicationYear "2010" @default.
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