Structural stability of 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/s13296-017-6006-8.pdf
Reference24 articles.
1. Adeli, H. and Zhang, J. (1994). “Fully nonlinear analysis of composite girder cable-stayed bridges.” Computers & Structures, 54(2), pp. 267–277.
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.” Computers & Structures, 74, pp. 1–9.
3. Cheng, J. and Xiao, R. C. (2004). “Probabilistic determination of initial cable forces of cable-stayed bridges under dead loads.” Structural Engineering and Mechanics, 17(2), pp. 267–279.
4. Ernst, H. J. (1965). “Der e-modul von seilen unter berucksichtigung des durchanges.” Der Bauingenieur, 40, pp. 52–55 (in German).
5. Fleming, J. F. (1979). “Nonlinear static analysis of cablestayed bridges.” Computers & Structures, 10, pp. 621–635.
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