Ultimate Behavior of Steel Cable-Stayed Bridges During Construction
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s13296-018-0176-x.pdf
Reference29 articles.
1. Adeli, H., & Zhang, J. (1995). Fully nonlinear analysis of composite girder cable-stayed bridges. Computers & Structures, 54(2), 267–277.
2. Chen, D. W., Au, F. T. K., Tham, L. G., & 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. Computers & Structures, 74, 1–9.
3. Cheng, J., & Xiao, R. C. (2004). Probabilistic determination of initial cable forces of cable-stayed bridges under dead loads. Structural Engineering and Mechanics, 17(2), 267–279.
4. Crisfield, M. A. (1983). An arc-length method including line searches and accelerations. International Journal for Numerical Methods in Engineering, 19, 1269–1289.
5. Ernst, H. J. (1965). Der e-modul von seilen unter berucksichtigung des durchanges. Der Bauingenieur, 40, 52–55. (in German).
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