Ultimate behavior of steel cable-stayed bridges - I. Rational ultimate analysis method -
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s13296-016-6027-8.pdf
Reference22 articles.
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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. Crisfield, M. A. (1983). “An arc-length method including line searches and accelerations.” International Journal for Numerical Methods in Engineering, 19, pp. 1269–1289.
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