Difference between revisions of "CFT Arch Bridge Studies"

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(Summarized Studies)
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Revision as of 00:10, 30 March 2012

Summarized Studies

Author(s) Year Publication Reference Links
Chen et al. 2012 Advanced Materials Research Chen, Y., Ren, X., Wang, J. and Gu, D. (2012). “Stability Analysis during Concrete Pumping for a CFST Arch Bridge Rib.” Advanced Materials Research, 446-449, 1199-1202. doi:10.4028/www.scientific.net/AMR.446-449.1199
Li, Chen, & Ge 2008 Journal of Highway and Transportation Research and Development Li, L., Chen, Z., and Ge, Y. (2008). “Effects of Arch Rib Crossbars on Dynamic and Stabilization Characteristics of Concrete Filled Steel Tubular Arch Bridge.” Journal of Highway and Transportation Research and Development, 25(3), 70-74,78.
Ma, Chen, & Liu 2010 Key Engineering Materials Ma, J., Chen, Y. J., and Liu, L. P. (2010). “Nonlinear Seismic Response Analysis of Half through CFST Arch Bridge under 3-D Earthquake Waves.” Key Engineering Materials, 456, 67-76.
Sun, Wu, & Chen 2007 Journal of Highway and Transportation Research and Development Sun, C., Wu, Q., and Chen, B. (2007). “Analysis on Dynamic Behavior of Concrete Filled Steel Tubular Arch Bridge under Vehicle Moving Loads.” Journal of Highway and Transportation Research and Development, 24(12), 54-59.
Wang et al. 2007 Proceedings of the Eighth Pacific Structural Steel Conference Wang, Y., Geng, Y., Zhang, S., and Hui, Z. (2007). “New Construction Process of a Five-Span Tied Rigid-Frame Concrete Filled Steel Tubular Arch Bridge.” Proceedings of the Eighth Pacific Structural Steel Conference, Wairakei, New Zealand.
Wang et al. 2007 Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07) Wang, Y., Zhang, S., Liu, C., and Geng, Y. (2007). “Stability behavior and new construction process for a five-span CFST arch bridge.” Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07), Taylor & Francis, Manchester, UK.
Zhang, Zhang, & Yan 2008 Structural Engineering International Zhang, K.-B., Zhang, J.-R., and Yan, D.-H. (2008). “Model Test of Half-Through CFST Tied-Arch Bridge in the Process of Arch Rib Erection.” Structural Engineering International, 18(4), 396-402.