Issue |
E3S Web Conf.
Volume 283, 2021
2021 3rd International Conference on Civil, Architecture and Urban Engineering (ICCAUE 2021)
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Article Number | 01031 | |
Number of page(s) | 6 | |
Section | Research on Civil Engineering and Geotechnical Hydrological Structure | |
DOI | https://doi.org/10.1051/e3sconf/202128301031 | |
Published online | 07 July 2021 |
Internal force calculation of long span suspension bridge under vertical load based on elastic foundation beam algorithm
1 School of Urban Construction, Anhui Xinhua University, Hefei 230088, China
2 Key Laboratory of Building Structure of Anhui Higher Education Institutes, Anhui Xinhua University, Hefei 230088, China
* Corresponding author: 1027453860@qq.com
The calculation of suspension bridge under vertical load is the most important content of suspension bridge design calculation and the most important basis of main component design. Combined with the knowledge of structural mechanics, this paper puts forward the elastic foundation beam algorithm, and deduces the important formulas for the cross-section design and strength comparison of sling, cable and stiffening beam. In use, as long as the parameters are brought into the formula, it is more convenient and fast compared with the complex software modeling. The method proposed in this paper is used to check the strength of the completed Japanese Guanmen bridge, and the results are accurate enough. It is fast and reliable to use this method in the preliminary design and rapid safety assessment of suspension bridge.
© The Authors, published by EDP Sciences, 2021
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