Calculation method of temporary cable force in incremental launching construction of large span steel box girder without auxiliary pier
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Publisher
Springer Science and Business Media LLC
Link
https://www.nature.com/articles/s41598-024-71725-4.pdf
Reference23 articles.
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3. Chen, H. S., Wu, J. & Chen, X. L. Application of top push method construction in bridge engineering. Chin. Foreign Highw. 26(3), 178–180. https://doi.org/10.3969/j.issn.1671-2579.2006.03.053 (2006).
4. Luo, Z. R. Patch loading and improved measures of incremental launching of steel box girder. J. Constr. Steel Res. https://doi.org/10.1016/j.jcsr.2011.06.013 (2012).
5. Zhao, R. D. & Zhang, S. Y. Research status and development trends of bridge top push method construction. Chin. J. Highw. 2, 32–43 (2016).
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