Difference between revisions of "CFT Arch Bridge Studies"

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# 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.
 
# 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, 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, 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.
 
# 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, 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, 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, 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.
 
# 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, 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.

Revision as of 19:57, 7 February 2012

  1. 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.
  2. 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.
  3. 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.
  4. 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.
  5. 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.
  6. 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.