Author(s)
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Year
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Publication
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Reference
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Links
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Bradford, Pi, & Qu |
2011 |
Engineering Structures |
Bradford, M.A., Pi, Y.-L., and Qu W., (2011) "Time-Dependent In-plane Behaviour and Buckling of Concrete-Filled Steel Tubular Arches," Engineering Structures, 33 (5), pp. 1781-1795.doi:10.1016/j.engstruct.2011.02.018 |
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Chen & Wang |
2009 |
Practice Periodical on Structural Design and Construction |
Chen, B.-C., Wang, T.-L. (2009). “Overview of Concrete Filled Steel Tube Arch Bridges in China” Practice Periodical on Structural Design and Construction, 4(2), 70-80. doi:10.1061/(ASCE)1084-0680(2009)14:2(70) |
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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 |
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Cheng et al. |
1991 |
Proceedings of the Third International Conference on Steel-Concrete Composite Structures |
Cheng, M., Yao, Y., Qi, X., and Liu, L. (1991). “Constructing a Space Arch of Long Span by Steel Tube Concrete Structure,” Proceedings of the Third International Conference on Steel-Concrete Composite Structures, Wakabayashi, M. (ed.), Fukuoka, Japan, September 26-29, 1991, Association for International Cooperation and Research in Steel-Concrete Composite Structures, pp. 271-274.
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Fan |
2011 |
2011 International Conference on Electric Technology and Civil Engineering (ICETCE) |
Fan, L. (2011). “Experimental Study on the Behavior of Steel-Concrete Composite Arch Ribs to Combined Bending and Compression,” 2011 International Conference on Electric Technology and Civil Engineering (ICETCE), pp. 344-347. doi:10.1109/ICETCE.2011.5774254 |
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Feng, Kunnath, and Haowu |
2005 |
Earthquake Engineering and Engineering Vibration |
Feng, X., Kunnath, S. K., and Haowu, L. (2005). “Seismic Behavior of Concrete Filled Steel Tubular Arch Structures.” Earthquake Engineering and Engineering Vibration, 4(1), 107–115. doi:10.1007/s11803-005-0029-4 |
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Geng et al. |
2012 |
Tubular Structures XIV |
Geng, Y., Wu, X. R., Wang, Y. Y., Ranzi, G. (2012). “Time Effects on the Static Response of Concrete Filled Steel Tubular Arch Bridges.” Tubular Structures XIV - Proceedings of the 14th International Symposium on Tubular Structures, ISTS 2012, 65-72.
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Jiang et al. |
2011 |
Procedia Engineering |
Jiang, S.-F., Fu, D.-B., Hu, C.-M., and Wu, Z.-Q. (2011). “Damage Identification of Concrete-filled Steel Tubular Arch Bridge using Data Fusion Based on Information Allocation Theory,” Procedia Engineering, 15, pp. 1705-1710. doi:10.1016/j.proeng.2011.08.318 |
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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.
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Liu, Wang, & Zhu |
2011 |
Applied Mechanics and Materials |
Liu, Y., Wang, D., and Zhu, Y. Z. (2011). “Analysis of Ultimate Load-Bearing Capacity of Long-Span CFST Arch Bridges.” Applied Mechanics and Materials, v. 90-93, p. 1149-1156. doi:10.4028/www.scientific.net/AMM.90-93.1149 |
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Ma, Wang, & Mao |
2011 |
Structural Engineering & Mechanics |
Ma, Y. S., Wang, Y. F., and Mao, Z. K. (2011). “Creep Effects on Dynamic Behavior of Concrete Filled Steel Tube Arch Bridge.” Structural Engineering & Mechanics, 37(3), pp. 321-330.
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Morcous et al. |
2010 |
Journal of Bridge Engineering |
Morcous, G., Hanna, K., Deng, Y., and Tadros, M. K. (2010). “Concrete-Filled Steel Tubular Tied Arch Bridge System: Application to Columbus Viaduct.” Journal of Bridge Engineering, 17(1), 107–116. doi:10.1061/(ASCE)BE.1943-5592.0000205 |
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Okamoto et al. |
2012 |
Journal of Constructional Steel Research |
Okamoto, Y., Nakamura, S., Tanaka, H, and Moriya Y. (2012). “Study on Steel Box Girder Bridges Partly Stiffened by CFT Arch Ribs.” Journal of Constructional Steel Research, 70, 28-35. doi:10.1016/j.jcsr.2011.08.012 |
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Pi et al. |
2012 |
Journal of Constructional Steel Research |
Pi, Y.-L., Liu, C., Bradford, M. A., and Zhang, S. (2012). “In-plane Strength of Concrete-Filled Steel Tubular Circular Arches.” Journal of Constructional Steel Research, 69(1), 77–94. doi:10.1016/j.jcsr.2011.08.008 |
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Pi, Bradford, & Qu |
2011 |
International Journal of Non-Linear Mechanics |
Pi, Y.-L., Bradford, M. A., and Qu, W. (2011). “Long-term Non-linear Behaviour and Buckling of Shallow Concrete-Filled Steel Tubular Arches.” International Journal of Non-Linear Mechanics, 46(9), 1155–1166. doi:10.1016/j.ijnonlinmec.2011.05.003 |
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Ren |
2011 |
Second International Conference on Mechanic Automation and Control Engineering (MACE) |
Ren, X. (2011). “Dynamic Behaviors Analysis of Concrete Filled Steel Tube X-type Arches Bridge.” Second International Conference on Mechanic Automation and Control Engineering (MACE), 7323 - 7325. doi:10.1016/j.jcsr.2011.08.008 |
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Shao et al. |
2010 |
Journal of Bridge Engineering |
Shao, X., Peng, J., Li, L., Yan, B., and Hu, J. (2010). ”Time-Dependent Behavior of Concrete-Filled Steel Tubular Arch Bridge.” J. Bridge Eng., 15(1), 98–107. doi:10.1061/(ASCE)1084-0702(2010)15:1(98) |
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Song & Jia |
2010 |
2010 International Conference on Computer Application and System Modeling (ICCASM) |
Song, F. and Jia, H. (2010). "Numerical Simulation of Overall Stability of Concrete Filled Steel Tube Arch Bridge," 2010 International Conference on Computer Application and System Modeling (ICCASM), vol.8, pp.221-224. doi:10.1109/ICCASM.2010.5619365 |
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Sun et al. |
2009 |
Proceedings of ICCTP 2009 : Critical Issues In Transportation Systems Planning, Development, and Management |
Sun, C., Sheng, H., Li, Y., and Li, J. (2009). “Observation and Theoretical Analysis of the Temperature Field on the Cross Section of Concrete Filled Steel Tubes Arch Bridge Rib," Proceedings of ICCTP 2009 : Critical Issues In Transportation Systems Planning, Development, and Management, pp. 1-7. doi:10.1061/41064(358)315 |
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Sun et al. |
2009 |
2nd International Conference on Intelligent Computation Technology and Automation, 2009. ICICTA '09 |
Sun, G.-F., Li, S.-C., Zhou, X.-J., and Liu, D.-D. (2010), "Simulation Calculation Research of Long Span CFST Arch Bridge Based on Optimization Algorithm," 2nd International Conference on Intelligent Computation Technology and Automation, 2009. ICICTA '09, v 2, p 216-219 doi:10.1109/ICICTA.2009.921 |
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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.
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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.
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Wang et al. |
2007 |
Structural Engineering and Mechanics |
Wang, Y. F., Han, B., Du, J. S., and Liu, K. W. (2007). “Creep Analysis of Concrete Filled Steel Tube Arch Bridges.” Structural Engineering and Mechanics, Vol. 27, No. 6, pp. 639-650.
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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.
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Wang et al. |
2012 |
Tubular Structures XIV |
Wang, Y. Y., Wu, X. R., Geng, Y., and Zhang, S. M. (2012). “ Application of Concrete Filled Steel Tubular Arch Bridges in China.” Tubular Structures XIV - Proceedings of the 14th International Symposium on Tubular Structures, ISTS 2012, 465-472.
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Wang, Zhang, & Guo |
2009 |
Materials Science Forum |
Wang, J., Zhang, M.-Z., and Guo, X.-L. (2009). “Nonlinear Stability Analysis on the Concrete Casting Step of Long-Span Concrete-Filled Steel Tube Arch Bridge.” Materials Science Forum, Advanced Materials Science and Technology, 614, pp. 275-282. doi:10.4028/www.scientific.net/MSF.614.275
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Xie, Lin, & Yang |
2010 |
2010 International Conference on Mechanic Automation and Control Engineering (MACE) |
Xie, K.-Z., Lin, H.-Y., and Yang, S.-S. (2010). “Collapse-mechanism of Concrete Filled Steel Tube Arch Bridge during strong earthquake.” 2010 International Conference on Mechanic Automation and Control Engineering (MACE), pp. 977-981. doi:10.1109/MACE.2010.5536557 |
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Xinzhong & Chuanxi |
2011 |
2011 International Conference on Electric Technology and Civil Engineering (ICETCE) |
Xinzhong, W. and Chuanxi, L. (2011). “Analysis of Impact of Initial Stress on Bearing Capacity of Dumbbell-shaped CFST Arch.” 2011 International Conference on Electric Technology and Civil Engineering (ICETCE), pp. 5728-5731. doi:10.1109/ICETCE.2011.5774691 |
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Yang et al. |
2011 |
The Open Civil Engineering Journal |
Yang, B., Huang, J., Lin, C. and Wen, X. (2011). “Temperature Effects and Calculation Method of Closure Temperatures for Concrete-filled Steel Tube Arch Rib of Dumbbell-shape Section.” The Open Civil Engineering Journal, 5(1), 179-189.
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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.
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