Wudu Bridge - The Structure Stress Numerical Analysis of Triangle Frame Hanging Continuous Beam Combination Bridge

Abstract:

As the bridge design theory and the construction level improving, the requirements on bridge's appearance and coordination of the landscape around have also became higher and higher in the scenic area. In this paper, we conducted a numerical analysis on structure stress of Wudu bridge at Laibao Road, in Fang Shan district , Beijing, located in the Wu du scenic spot. And we seek to provide the necessary theoretical basis for the bridge design and model selection.

• Periodical: Advanced Materials Research (Volumes 594-597)
• Pages: 1577-1580
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.594-597.1577
• Online since: November 2012
• Authors: Shi Sheng Zhou*, Wen Hua Li, Xu Dong Chen
• Keywords: Numerical Analysis, Structure Stress, Triangle Frame Hanging Continuous Beam Combination Bridge

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