Abstract
Binzhou Road NO.1 bridge in Jiangjin of Chongqing was taken as the research object.Four suspender anchor structure models of different tectonic forms were established and calculated by using large common software ANSYS.The analysis results show that the changes of the angle of the suspender and arch ribs centerline would affect limit ultimate bearing capacity and stiffness variation slightly while the connection form of pipe and arch ribs bottom would affect them largely.
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