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- W2375777466 abstract "For the complexity and difficulty of modeling at local joints and the placement of prestressing tendons, 3D solid model is rarely used in nonlinearly analyzing entire bridges. The analysis process of a fly- bird-type arch bridge comprised of steel or reinforced concrete arch rib, prestressed concrete box girders, reinforced columns and the hangers is presented in this paper. A new structural analysis method is indrodueed that is well utilizing the strongpoints of some main structural analysis software, and combining them to a special and suitable analysis method. The three-dimensional model was established utilizing program ANSYS for the friendly modeling and meshing tools, then exported to text files and imported to Midas' s met files, and analyzed utilizing program Midas for the simulation of the construction sequence and under the range of loading applied. According to the analysis result, the hangers forces were adjusted, the bearing forms were changed, and the construction sequence was also modified. Especially the stress conditions of the crossing zone between the box girder and arch ribs were brought forth factually." @default.
- W2375777466 created "2016-06-24" @default.
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- W2375777466 date "2009-01-01" @default.
- W2375777466 modified "2023-09-24" @default.
- W2375777466 title "Three-Dimensional Finite Element Analysis of a Fly-Bird-Type Arch Bridge" @default.
- W2375777466 hasPublicationYear "2009" @default.
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