[1] Fleming JF.“Nonlinear static analysis of cable-stayed bridges”. Computers & Structures ; 1979, 10:621-635.
[2] Komatso, Sada. “Dynamic characteristic of cable stayed girder bridges”, Department of Civil Engineering. Japanm.1975.
[3] ZHANG Xin-jun, SUN Bing-na. “Aerodynamic stability of cable-stayed suspension hybrid bridges”. Univ SCI. Vol.6, 2004, PP.869-874.
[4] Abdel-Gaffar, AlyS.Nazmy. “3-D Nonlinear seismic behavior of cable-stayed bridges”, Journal of structural Engineering, USA.Vol. 117, 1991, PP. 4343-4576.
[5] Nazmy-AlyS,
Ahmed M, Abdel-Ghaffar. “
Three-dimensional nonlinear static analysis of cable stayed bridges”. Computer and structures, USA: Vol. 34 n2, 1990, PP. 257-271.
[6] N.Hajdin, G.T.Michaltsos, T.G.Konstantakopoulos. “About equivalent modulus of elasticity of cable-stayed bridge”, Architecture and Civil Engineering. Vol. 1, No 5, 1998 , PP. 569 –575.
[7] Raid Karoumi. “Modeling of cable-stayed bridges for analysis of traffic induced vibration”, Department of Structural Engineering Royal Institute of Technology SE-100 44 Stockholm, 2000.
[8] D.W.Chen, F.T.K.Au, L.G. Tham, and P.K.K.Lee, “Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method”, Computers and Structures, vol. 74, no. 1, 2000, pp. 1–9.
[9] N.D.Shah and Dr.J.A.Desai, “Nonlinear aerostatic analysis of cable-stayed bridge considering IRC vehicular loading”, proceeding of the 5th national conference on wind E NGINEERING svnit. 2009.
[10] Said M.Allam, TK Datta, “seismic behavior of cable-stayed bridge under multi component random ground motion”, Engineering structures.1999.
[11] D.Bruno, F.Greoo, P.Lonetti, “Dynamic impact analysis of long span cable-stayed bridge under moving loads”, Engineering structures, 2008.
[12] Nazmy-AlyS,
Ahmed M, Abdel-Ghaffar. “
Effect of grand motion spatial variability on the response of cable-stayed bridges”. Earthquake engineering & struactural Dynamic,USA, 1992, PP. 1-20
[13] Thomas Blesson B. and S. P.Thakkar, “Parametric study of shapes of pylon for cable-stayed bridge”, Journal of Engineering and Technology, VOL.2, 2011, NO.1.
[14] Jayaraman HB, Knudson WC. “A curved element for the analysis of cable structures”. J Comput Struct; 14(3-4):325–333.1981.
]15[ آیین نامه طراحی ساختمان ها در برابر زلزله،استاندارد 2800 ،ویرایش 3، 1393
[16] Martins A.M.B, L.M.C Simoes, J.H.J.O Negrao. “Optimimization of cable forces on concrete cable-stayed bridges including geometrial nonlinearities”, Journal of computers and structures, 2015.