Bittner, R.B., Safaqah, O., Zhang, X., and Jensen, O.J. (2007). Design and construction of the Sutong Bridge foundations. The Journal of the Deep Foundations Institute, 1(1): 2-18. DOI: 10.1179/dfi.2007.001

Chen, D.W., Au, F.T.K., Tham, L.G., and Lee, P.K.K. (2000). Determination of initial cable forces in prestressed concrete cable-stayed bridges for a given design deck profiles using the force equilibrium method. Journal of Computers and Structures, 74(1): 1-9.

Cid, C., Baldomir, A., and Hernández, S. (2018). Optimum crossing cable system in multi span cable-stayed bridges. Engineering Structures, Vol: 160, pp. 342-355. DOI:10.1016/j.eng
Struct.2018.01.019.

CSA-S6-14. (2014). Canadian Highway Bridge Design Code (CHBDC). Canadian Standard Association, Ottawa, Ont.

CSI (2018). SAP2000 Integrated Software for Structural Analysis and Design, V20.1.0, Computers and Structures Inc., Berkeley, California.

Gimsing, N.J. (1988). Cable-stayed bridges with ultra-long spans, Lyngby, Denmark.

Gimsing, N.J., and Georgakis, C.T. (2012). Cable Supported Bridges: Concept and Design, Third Edition, John Wiley & Sons, Ltd, Chichester, United Kingdom.

Hassan, M.M., Nassef, A.O., and El Damatty, A.A. (2013). Optimal design of semi-fan cable-stayed bridges. Canadian Journal of Civil Engineering, NRC research press, 40(3): 285-297. DOI:10.1139/cjce-2012-0032

Hariri, B., and Lin, L. (2018). Evaluating the response of cable-stayed bridges subjected to delayed seismic time-histories using multi-support excitation. Proceedings of the 3rd International Conference on Civil, Structural and Transportation Engineering (ICCSTE'18) Niagara Falls, Canada, June 10-12, 2018. Paper No. 145:1-8. DOI:10.11159/iccste18.145.

Janjic, D., Pircher, M., and Pircher, H. (2003). Optimization of cable tensioning in cable-stayed bridges. Journal of Bridge Engineering, 8(3): 131-137. DOI:10.1061/(ASCE)1084-0702(2003)8: 3(131).

Jin, Z., Pei, S., Wei, X., Liu, H., and Qiang, S. (2016). Partially earth-anchored cable bridge: Ultralong-span system suitable for carbon-fiber-reinforced plastic cables. Journal of Bridge Engineering, 21(6): 06016003. DOI:10.1061/(ASCE)BE.1943-5592.0000877.

Kim, S., and Won, J. (2016). Structural behaviour of a long-span partially earth-anchored cable-stayed bridge during installation of a key segment by thermal prestressing. Applied Sciences Journal, 6(8): 231. DOI:10.3390/app6080231.

Leonhardt, F. (1987). Special Report: Cable Stayed Bridges with Prestressed Concrete. PCI Journal, 32(5): 52-80.

Liu, J.L., Li, H., and Ou, J.P. (2008). Investigation of seismic performance of cable-stayed bridges with different connections. Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, 12-17 October 2008. Paper ID: 14_06-0170.

Muller, J. (1992). The bi-stayed bridge concept: Overview of wind engineering problems. Proceedings of the first International Symposium on Aerodynamics of Large Bridges, Copenhagen, Denmark, February 19-21, 1992. pp. 237-245. 

Nagai, M., Fujino, Y., Yamaguchi, H., and Iwasaki, E. (2004). Feasibility of a 1,400m span steel cable-stayed bridge. Journal of Bridge Engineering, 9(5): 444–452. DOI:10.1061/(ASCE)1084-0702(2004)9:5(444).

Negrão, J.H.O., and Simões, L.M.C. (1997). Optimization of cable-stayed bridges with three-dimensional modelling. Journal of Computers & Structures, 64(1-4): 741-58.

Otsuka, H., Tanaka, H., Noguchi, J., Etoh, T., and Sakai, I. (1990). Partially anchored composite cable-stayed bridge, IABSE Symposium Report, Brussels, pp. 347-351.

Shao, X., Hu, J., Deng, L., and Cao, J. (2014). Conceptual design of superspan partial ground-anchored cable-stayed bridge with crossing stay cables. Journal of Bridge Engineering, 19(3): 1-5. DOI:10.1061/(ASCE)BE.1943-5592.0000534.
Shao, Y., Shao, X., Li, Li., and Wu, J. (2017). Optimum combination of bridge and deck systems for superspan cable-stayed bridges. Journal of Bridge Engineering, 23(1): 1-11. DOI:10.1061/(ASCE)BE.1943-5592.0001161.

Simões, L.M.C., and Negrão, J.H.O. (2000). Optimization of cable-stayed bridges with box girder decks. Journal of Advances in Engineering Software, 31(6): 417-423. DOI: 10.1016/0965-9978(00)00003-X.

Starossek, U. (1996). Cable-stayed bridge concept for longer spans. Journal of Bridge Engineering, 1(3): 99-103.

Sun, B., Cheng, J., and Xiao, R.C. (2010). Preliminary design and parametric study of 1400 m partially earth-anchored cable-stayed bridge. Science China Technological Sciences, 53(2): 502-511. DOI:10.1007/s11431-010-0041-4.

Svensson, H. (2012). Cable-Stayed Bridges: 40 Years of Experience Worldwide, First Edition, Ernst & Sohn GmbH & Co.KG., Berlin, Germany.

Tang, M. (2000). Cable-stayed bridges. Bridge Engineering Handbook. Edited by Chen, W. and Duan, L. CRC Press LLC, Florida, USA, Chapter 19, pp. 19.1-19.17. 

Wang, Y.C., Vlahinos, A.S., and Shu, H.S. (1997). Optimization of cable preloading on cable-stayed bridges. Proceedings of SPIE 3043, Smart Structures and Materials 1997: Smart Systems for Bridges, Structures, and Highways, May 23rd, 1997. pp. 248-259. 

Wang, P.H., Tseng, T.C., and Yang, C.G. (1993). Initial shape of cable-stayed bridges with three-dimensional modelling. Journal of Computers & Structures, 46(6): 1095-1106.

Wilson, J., and Liu, T. (1991). Ambient vibration measurements on a cable-stayed bridge. Earthquake Engineering and Structural Dynamics, 20(8): 723-747. DOI:10.1016/0045-7949(93)90284-K

Won, J. H., and Yoon, J.H. (2008). Structural effects of partially earth anchored cable system on medium-span cable-stayed bridges. Steel Structures, 8(3): 225-236.

Zhang, X., Yuan, H., Pei, M., Dai, J., and Xu, L. (2009). General design of Sutong Bridge. Journal of Engineering Sciences, 7(1): 6-11.