Time-Dependent Reliability Analysis of Existing Double-Curvature Bridge Strengthened with Augment Section Method

Abstract:

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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 et al., "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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Price:

$35.00

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