Simplified Calculation Methods for Static Behaviors of Triple-Tower Suspension Bridges and Parametric Study

Author:

Jia Lijun,Zhang Chuan,Jiang Yang,Cheng Jin,Xiao Rucheng

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference11 articles.

1. Chen, C., & Zhong, J. C. (2008). Influences of sag-to-span ratio variation on structural static and dynamic behavior of three-tower suspension bridge. Bridge Construction, 6, 12–17.

2. Choi, D. H., Na, H. S., et al. (2010). A parametric study on the ultimate behaviors of multi-span suspension bridges. In 34th international symposium on bridge and structural engineering, Venice (pp. 154–168).

3. Li, H., Zhang, C., Hu, J., & Qian, Z. (2011). The mechanical response of multi-tower continuous-span suspension bridge deck pavement based on whole bridge analysis. Engineering Sciences, 09(2), 88–92.

4. Ma, X., Nie, J., & Fan, J. (2016). Longitudinal stiffness of multi-span suspension bridges. Journal of Bridge Engineering, 21(5), 06015010.

5. Thai, H. T., & Choi, D. H. (2013). Advanced analysis of multi-span suspension bridges. Journal of Constructional Steel Research, 90(41), 29–41.

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