1 Kao, C. S., "Ultimate load-bearing capacity of self-anchored suspension bridges" 20 (20): 18-25, 2012
2 Qiu, W. L., "Study on influencing factors of ultimate load-carrying capacity of self-anchored concrete suspension bridge" 41 (41): 128-131, 2009
3 Wolff, M., "Robustness assessment of a cable-stayed bridge" 690-696, 2008
4 Ruiz-Teran, A.M., "Response of under-deck cable-stayed bridges to the accidental breakage of stay cables" 31 : 1425-1434, 2009
5 Qu, Z. L., "Research on Dynamic Simulation Methodology for Cable Loss of Cable Stayed Bridges" 25 (25): 89-92, 2009
6 Post-Tensioning Institute (PTI), "Recommendations for stay cable design"
7 Zhang, Z., "Recent concrete self-anchored suspension bridge in China" 195 : 169-177, 2006
8 Mozos, C.M., "Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: bending moment acting on the pylons and stress on the stays" 32 : 3301-3312, 2010
9 Mozos, C.M., "Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part I: Bending moment acting on the deck" 32 : 3288-3300, 2010
10 Mozos, C.M., "Numerical and experimental study on the interaction cable structure during the failure of a stay in a cable stayed bridge" 33 : 1330-2341, 2011
1 Kao, C. S., "Ultimate load-bearing capacity of self-anchored suspension bridges" 20 (20): 18-25, 2012
2 Qiu, W. L., "Study on influencing factors of ultimate load-carrying capacity of self-anchored concrete suspension bridge" 41 (41): 128-131, 2009
3 Wolff, M., "Robustness assessment of a cable-stayed bridge" 690-696, 2008
4 Ruiz-Teran, A.M., "Response of under-deck cable-stayed bridges to the accidental breakage of stay cables" 31 : 1425-1434, 2009
5 Qu, Z. L., "Research on Dynamic Simulation Methodology for Cable Loss of Cable Stayed Bridges" 25 (25): 89-92, 2009
6 Post-Tensioning Institute (PTI), "Recommendations for stay cable design"
7 Zhang, Z., "Recent concrete self-anchored suspension bridge in China" 195 : 169-177, 2006
8 Mozos, C.M., "Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: bending moment acting on the pylons and stress on the stays" 32 : 3301-3312, 2010
9 Mozos, C.M., "Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part I: Bending moment acting on the deck" 32 : 3288-3300, 2010
10 Mozos, C.M., "Numerical and experimental study on the interaction cable structure during the failure of a stay in a cable stayed bridge" 33 : 1330-2341, 2011
11 Ruiz-Teran, A.M., "Dynamic amplification factors in cable-stayed structures" 300 : 197-216, 2007
12 Ministry of Transport of P.R. China, "Design specifications for highway suspension bridge" P.R. China 2002
13 Cai, J. G., "Comparison of various procedures for progressive collapse analysis of cable-stayed bridges" 13 (13): 323-334.3, 2012
14 Wang, L.L., "Cases analysis on cable corrosion of cable-stayed bridges" 32 (32): 94-32, 2007
15 Wolff, M., "Cable-loss analyses and collapse behavior of cable-stayed bridges" 2171-2178, 2010