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Research on Design and Construction Technology of Pedestrian Bridge

摘要


Based on the design and construction of the Bailu River pedestrian cableway bridge, the structural design and construction of the pedestrian cableway bridge and its anchoring system are studied. The structural design of the cable-stayed bridge anchorage system is analyzed, and the pull-out safety, anti-sliding and anti-overturning are checked. The cableway bridge is built according to the geometric nonlinear finite element method of the cable-stay composite structure. The meta-model is used to calculate the nonlinear static force of the finite element model of the cableway bridge. The overall force of the cableway bridge meets the requirements and can provide reference for similar projects.

參考文獻


B. Yuan: Modern Cableway Bridge Structure Analysis. Chongqing Jiaotong University,2014 (In Chinese)
R.J. Deng, Z.L. Chen, Y. Deng, et al: Calculation Method of Static Configuration and Internal Force of Long Suspended Cables, Forest Engineering, vol. 25 (2009), 53-55. (In Chinese)
H. Bai, D.F. Li, Y. Li, et al: A Study on Improving Measure for Wind-Resistance Stability of Pedestrian Suspension Bridge, Highway, vol. 12 (2012), 1-6. (In Chinese)
D. Chen, B. Li, W.X. Li: Discussion on the structure of half-gravity anchorage in Cableway bridges, Shanxi Architecture, vol. 43 (2017), 169-170. (In Chinese)
T.H. Jing, X.H. Ma, J.L. Liu, et al: Study of Superstructure of Two-Lane Suspension Bridge with Integral Cross Section, World Bridges, vol. 44 (2016), 50-54. (In Chinese)

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