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Mathematical Problems in Engineering
Volume 2018, Article ID 2592613, 13 pages
https://doi.org/10.1155/2018/2592613
Research Article

A Finite Segment Method for Skewed Box Girder Analysis

School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China

Correspondence should be addressed to Junlong Zhou; moc.361@02814398831

Received 21 November 2017; Accepted 9 January 2018; Published 13 February 2018

Academic Editor: Roman Lewandowski

Copyright © 2018 Xingwei Xue et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. X. H. He, X. W. Sheng, A. Scanlon, D. G. Linzell, and X. D. Yu, “Skewed concrete box girder bridge static and dynamic testing and analysis,” Engineering Structures, vol. 39, pp. 38–49, 2012. View at Publisher · View at Google Scholar · View at Scopus
  2. S. T. Wasti and A. C. Scordelis, “Comparative structural behavior of straight, curved, and skew reinforced concrete box girder bridge models,” in Proceeding of NATO, Advanced Study Institute on Analysis and Design of Bridges, pp. 191–211, Izmir, Turkey, 1982.
  3. A. Abdel-Mohti and G. Pekcan, “Seismic response of skewed RC box-girder bridges,” Earthquake Engineering and Engineering Vibration, vol. 7, no. 4, pp. 415–426, 2008. View at Publisher · View at Google Scholar · View at Scopus
  4. B. Zakeri, J. E. Padgett, and G. G. Amiri, “Fragility analysis of skewed single-frame concrete box-girder bridges,” Journal of Performance of Constructed Facilities, vol. 28, no. 3, pp. 571–582, 2014. View at Publisher · View at Google Scholar · View at Scopus
  5. D. B. Ashebo, T. H. T. Chan, and L. Yu, “Evaluation of dynamic loads on a skew box girder continuous bridge part I: field test and modal analysis,” Engineering Structures, vol. 29, no. 6, pp. 1052–1063, 2007. View at Publisher · View at Google Scholar · View at Scopus
  6. B. A. Demeke, H. T. C. Tommy, and Y. Ling, “Evaluation of dynamic loads on a skew box girder continuous bridge Part I: field test and modal analysis,” Engineering Structures, vol. 29, no. 6, pp. 1064–1073, 2007. View at Publisher · View at Google Scholar
  7. A. C. Scordelis, J. G. Bouwkamp, S. T. Wasti, and F. Seible, “Ultimate strength of skew RC box girder bridge,” Journal of the Structural Division, vol. 108, no. 1, pp. 105–121, 1982. View at Google Scholar · View at Scopus
  8. H. R. Evans and D. V. Rowlands, “An experimental and theoretical investigation of the behavior of box girders on skew supports,” Civil Engineering for Practicing and Design Engineers, vol. 4, no. 3, pp. 211–230, 1985. View at Google Scholar · View at Scopus
  9. J. Meng, H. Ghasemi, and E. M. Lui, “Analytical and experimental study of a skew bridge model,” Engineering Structures, vol. 26, no. 8, pp. 1127–1142, 2004. View at Publisher · View at Google Scholar · View at Scopus
  10. J.-Y. Meng and E. M. Lui, “Refined stick model for dynamic analysis of skew highway bridges,” Journal of Bridge Engineering, vol. 7, no. 3, pp. 184–194, 2002. View at Publisher · View at Google Scholar · View at Scopus
  11. I. Z. Badwan and R. Y. Liang, “Reaction distribution in highly skewed continuous steel girder bridge: testing and analysis,” Transportation Research Record, no. 2028, pp. 163–170, 2007. View at Publisher · View at Google Scholar · View at Scopus
  12. C. Menassa, M. Mabsout, K. Tarhini, and G. Frederick, “Influence of skew angle on reinforced concrete slab bridges,” Journal of Bridge Engineering, vol. 12, no. 2, pp. 205–214, 2007. View at Publisher · View at Google Scholar · View at Scopus
  13. CHBDC, Ontario Ministry of Transportation and Communications, Canadian Highway Bridge Design Code, Downsview, Ontario, Canada, 2000.
  14. AASHTO, AASHTO LRFD Bridge Design Specifications, AASHTO, Washington, Wash, USA, 1994.
  15. AASHTO, Standard Specifications for Highway Bridges, AASHTO, Washington, Wash, USA, 1996.
  16. R. H. Wang, Q. S. Li, J. R. Wu, and J. Tang, “A spatial elastic displacement model for curved box girders with corner stiffeners,” Computers Structures, vol. 83, no. 12-13, pp. 1021–1029, 2005. View at Google Scholar
  17. V. Z. Vlasov, “Thin-walled elastic beams,” Tech. Rep. OTS61-11400, National Science Foundation, Washington, Wash, USA, 1965. View at Google Scholar
  18. O. C. Zienkiewicz and R. L. Taylor, The Finite Element Method for Solid and Structural Mechanics, Butterworth-Heinemann, Oxford, England, 2nd edition, 2000.