1 |
Adeli, H. and Zhang, J. (1994), "Fully nonlinear analysis of composite girder cable-stayed bridges", Comput. Struct., 54(2), 267-277.
DOI
|
2 |
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 given design deck profiles using the force equilibrium method", Comput. Struct., 74, 1-9.
DOI
|
3 |
Cheng, J. and Xiao, R.C. (2004), "Probabilistic determination of initial cable forces of cable-stayed bridges under dead loads", Struct. Eng. Mech., 17(2), 267-279.
DOI
|
4 |
Crisfield, M.A. (1983), "An arc-length method including line searches and accelerations", Int. J. Numer. Meth. Eng., 19, 1269-1289.
DOI
|
5 |
Ernst, H.J. (1965), "Der e-modul von seilen unter berucksichtigung des durchanges", Der Bauingenieur, 40, 52-55. (in German)
|
6 |
Fleming, J.F. (1979), "Nonlinear static analysis of cable-stayed bridges", Comput. Struct., 10, 621-635.
DOI
|
7 |
Freire, A.M.S., Negrao, J.H.O. and Lopes, A.V. (2006), "Geometric nonlinearities on the static analysis of highly flexible steel cable-stayed bridges", Comput. Struct., 84, 2128-2140.
DOI
|
8 |
Gimsing, N.J. (1983), Cable supported bridges Concept & Design, 2nd Edition, John Wiley & Sons Ltd., New York.
|
9 |
Kim, K.S. and Lee, H.S. (2001), "Analysis of target configurations under dead loads for cable-supported bridges", Comput. Struct., 79, 2681-2692.
DOI
|
10 |
Kim, S. (2010), "Ultimate Analysis of Steel Cable-stayed Bridges", Ph.D. Dissertation, Korea University, Seoul, Korea.
|
11 |
Lim, N.H., Han, S.Y., Han, T.H. and Kang, Y.J. (2008), "Parametric study on stability of continuous welded rail track - ballast resistance and track irregularity", Int. J. Steel. Struct., 8(3), 171-81.
|
12 |
Ministry of Land, Infrastructure and Transport (2010), Korean Highway Bridge Design Code, Seoul, Korea.
|
13 |
Raftoyiannis, I.G., Konstantakopoulos, T.G. and Michaltsos, G.T. (2014), "Dynamic response of cablestayed bridges subjected to sudden failure of stays-the 2D problem", Coupled Syst. Mech., 3(4), 345-365.
DOI
|
14 |
Reddy, P., Ghaboussi, J. and Hawkins, N.M. (1999), "Simulation of construction of cable-stayed bridges", J. Bridge. Eng., 4(4), 249-257.
DOI
|
15 |
Ren,W.X. (1999), "Ultimate behavior of long-span cable-stayed bridges", J. Bridge. Eng., 4(1), 30-36.
DOI
|
16 |
Shu, H.S. and Wang, Y.C. (2001), "Stability analysis of box-girder cable-stayed bridges", J. Bridge. Eng., 6(1), 63-68.
DOI
|
17 |
Song, M.K., Kim, S.H. and Choi, C.K. (2006), "Enhanced finite element modeling for geometric non-linear analysis of cable-supported structures", Struct. Eng. Mech., 22(5), 575-597.
DOI
|
18 |
Wang, P.H. and Yang, C.G. (1993), "Parametric studies on cable stayed bridges", Comput. Struct., 60(2), 243-260.
DOI
|
19 |
Song, W.K. and Kim, S.E. (2007), "Analysis of the overall collapse mechanism of cable-stayed bridges with different cable layouts", Eng. Struct., 29, 2133-2142.
DOI
|
20 |
Tang, C.C., Shu, H.S. and Wang, Y.C. (2001), "Stability analysis of steel cable-stayed bridge", Struct. Eng. Mech., 11(1), 35-48.
DOI
|
21 |
Wang, P.H., Lin, H.T. and Tang, T.Y. (2002), "Study on nonlinear analysis of a highly redundant cablestayed bridges", Comput. Struct., 80, 165-182.
DOI
|
22 |
Wang, P.H., Tang, T.Y. and Zheng, H.N. (2004), "Analysis of cable-stayed bridges during construction by Cantilever methods", Comput. Struct., 82, 329-346.
DOI
|
23 |
Wang, P.H., Tseng, T.C. and Yang, C.G. (1993), "Initial shape of cable stayed bridge", Comput. Struct., 47(1), 111-123.
DOI
|
24 |
Xi, Y. and Kuang, J.S. (1999), "Ultimate load capacity of cable-stayed bridges", J. Bridge. Eng., ASCE, 4(10), 14-22.
DOI
|
25 |
Yang, Y.B. and Kuo, S.R. (1994), Theory and Analysis of Nonlinear Framed Structures, Prentice-Hall, Inc., Singapore.
|