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- W2364359143 abstract "As an example,the main bridge of Zhanhe Bridge,a double X-shape arch bridge,over Chengdong River in Pingdingshan is discribed by the spatial FEM with MIDAS/Civil program.With the FEM model,suspenders' initial tensions of the bridge are solved using three different methods of overall drop-frame method,using the design value of suspenders as its control tension method and influencing matrix method.By comparative analysis,it can be concluded that influencing matrix method,from which is suspender initial tension is derived,makes the suspender response tension fit very well with the design tension,and the bridge's internal force is ensured,this is suitable for certain suspender initial tension,which has great reference value for certain shaped arch-beam combined structural suspender initial tension.By comparison,the other two method deviates are deviated from the experimental data." @default.
- W2364359143 created "2016-06-24" @default.
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- W2364359143 date "2011-01-01" @default.
- W2364359143 modified "2023-09-23" @default.
- W2364359143 title "Research on calculating model of suspenders initial tension of double X-shape arch bridge" @default.
- W2364359143 hasPublicationYear "2011" @default.
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