Skew Effect on Box Girder Bridge
Author:
Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-33-6969-6_5
Reference12 articles.
1. Brown TG, Ghali A (1975) Semi-analytic solution of skew box girder bridges. Prof Instn Civ Eng Part 2:487–500. https://doi.org/10.1680/iicep.1975.3677
2. Huo XS, Zhang Q (2008) Effect of skewness on the distribution of live load reaction at piers of skewed continuous bridges. J Bridge Eng 13(1):110–114. https://doi.org/10.1061/(ASCE)1084-0702(2008)13:1(110)
3. Nouri G, Ahmadi Z (2012) Influence of skew angle on continuous composite girder bridge. J Bridge Eng 17(4):617–624. https://doi.org/10.1061/(ASCE)BE.1943-5592.000027
4. He XH, Sheng XW, Scanlon A, Linzell DG, Yu XD (2012) Skewed concrete box girder bridge static and dynamic testing and analysis. Eng Struct 39:38–49. https://doi.org/10.1016/j.engstruct.2012.01.016
5. Mohseni I, Rashid AK (2013) Transverse load distribution of skew cast-in-place concrete multicell box-girder bridges subjected to traffic condition. Lat Am J Solids Stru 10:247–262. https://doi.org/10.1590/S1679-78252013000200002
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1. Comprehensive review of seismic performance assessment for skew-reinforced concrete box-girder bridges;Asian Journal of Civil Engineering;2024-02-07
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