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According to “General code for design of highway bridges and culverts” (JTG D60-2004), “Wind-resistent design specification for highway bridges” (JTG/T D60-01-2004) and “Load code for the design of building structures” (GB 50009-2001), the transverse direction wind load of long span girder bridge with high pier is calculated. Comparison of the wind load results obtained by different codes is completed...
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