Paper Title:
Time-Dependent Reliability Analysis of Existing Double-Curvature Bridge Strengthened with Augment Section Method
  Abstract

The reliability of existing double-curvature bridge strengthened with augment section method is put forward based on time-dependent reliability theory. The concerned statistical parameter is taken by using the finite element software. First-order second-moment method is used to evaluate the reliability indexes which estimate the working state of the structure. Combined with a practical example, the time-dependent reliability is illustrated.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
3274-3279
DOI
10.4028/www.scientific.net/AMR.163-167.3274
Citation
J. T. Kang, N. Wang, Y. J. Huang, "Time-Dependent Reliability Analysis of Existing Double-Curvature Bridge Strengthened with Augment Section Method", Advanced Materials Research, Vols. 163-167, pp. 3274-3279, 2011
Online since
December 2010
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