5Ernst H J. Der e-modul yon seilen unter Beruecksichtigung des durchhanges[J]. Der Bauingenieur, 1965, 40 (2):52 -55.
6Ernst H J. Der e-modul yon seilen unter Beruecksichti gung des durchhanges[J]. Der Bauingenieur, 1965, 40 (2):52- 55.
7Wang P H, Tseng T C, Yang C G. Initial shape of cablestayed bridges[J]. Computers and Structures, 1993, 47 (1): 111-123.
8Cella P. Methodology for exact solution of catenary[J]. Journal of Structural Engineering, 1999,125(12):1451- 1453.
9Hajdin N, Michaltsos G T, Konstantakopoulos T G. A bout the equivalent modulus of elasticity of cables of cablestayed bridges [J]. Architecture and Civil Engineering, 1998, 1(5):569-575.
10Freire A M S, Negrao J H O, Lopes A V. Geometrical nonlinearities on the static analysis of highly flexible steel cable stayed bridges [ J ]. Computers and Structures, 2006, 84(31/32) :2128- 2140.