Abstract
Based on the distinctive feature and the complex construction with steel anchor box and concrete of XINJIANG Bridge in Yingtan, Jiangxi province ,this paper analysed the stability of the bridge tower after the construction through a 3d model made by the finite element software ANSYS. The conclusion of comparing two different modulus of elasticity was, to some extent, helpful for the construction of XINJIANG Bridge. Meanwhile, the method of calculation used in this paper also offers a reference to calculate the stability of the bridge tower under wind load. © 2010 IEEE.
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CITATION STYLE
Yang, J., & Liang, Z. (2010). The stability analysis of Xinjiang Bridge Tower. In Proceedings - 2010 International Conference on Computational and Information Sciences, ICCIS 2010 (pp. 432–434). https://doi.org/10.1109/ICCIS.2010.112
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