Difference between revisions of "CFT Arch Bridge Studies"

From Composite Systems
Jump to: navigation, search
Line 110: Line 110:
 
| 2010 International Conference on Mechanic Automation and Control Engineering (MACE)
 
| 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]]
 
| 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]]
 +
|-
 +
| 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]]
 
|-
 
|-
 
| Zhang, Zhang, & Yan
 
| Zhang, Zhang, & Yan

Revision as of 20:24, 15 September 2012

Author(s) Year Publication Reference
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
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)
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
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.
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
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, 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.
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
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
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
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
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)
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
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
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
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, 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
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 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.
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.
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
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
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.