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- W2384382110 abstract "The 1st Zhongshan Bridge is a selfbalanced, thrustless variant steel tiedarch bridge composed of central arch, side arch and seat arch. In this paper, the method for design of the test model for the bridge and loading procedures of the central arch→seat arch→seat arch cross beam and side arch→side arch cross beam nodal details are presented. The strain and deformation values at all test points under two kinds of loading cases are given, the spatial shell finite element model is established in order to obtain theoretic values at the test points. By comparison of the test data with the theoretic data, the two kinds of values are found quite agreeable, and the structural details of the bridge design thus prove to be reasonable and safe." @default.
- W2384382110 created "2016-06-24" @default.
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- W2384382110 date "2003-01-01" @default.
- W2384382110 modified "2023-09-26" @default.
- W2384382110 title "Design of Test Model and Test of Structural Details of the 1st Zhongshan Bridge" @default.
- W2384382110 hasPublicationYear "2003" @default.
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