2S C Barton,G W Vermaas,et al.Accelerated corrosion and embrittlement of high-strength bridge wire[J].J.of materials in civil engineering,2002,(2). 被引量：1
3K Suzumural,S Nakamura,et al.Environmental factors affecting corrosion of galvanized steel wires[J],J.of materials in civil engineering,2004,(1). 被引量：1
4K Furuya,M Kitagawa,S Nakamura,et al.Corrosion mechanism and new protection methods of suspension bridge cables[J].J.Int.Assoc.Bridge Struct.Eng.,2000,10(3). 被引量：1
6R Betti,M ASCE,A C West,et al.Corrosion and embrittlement in high-strength wires of suspension bridge cables[J].J.of bridge engineering,2001,(11). 被引量：1
7R M Mayrbaurl,S Camo.Cracking and fracture of suspension bridge wire[J].J.of bridge engineering,2001,(11). 被引量：1
8J Matteo,G Deodatis,D P Billington.Safety analysis of suspension-bridge cables:williamsburg bridge[J].J.Struct.Engrg.,1994,120(11). 被引量：1
9S Bjerklie.Rust never sleeps:keeping the golden gate bridge covered with paint is a major challenge for crews,management,and coatings systems[J].Metal Finishing,2006,(2). 被引量：1
10T Kitada.Considerations on recent trends in,and future prospects of,steel bridge construction in Japan[J].J.of Constructional Steel Research,2006,62. 被引量：1
