Research on Structural System Reliability of Cable-Stayed P.C. Railway Bridge Across Hong-Shui Riverby Ning Sun, China Acad of Railway Sciences, China,
Mingchu Yao, China Acad of Railway Sciences, China,
Document Type: Proceeding Paper
Part of: Structural Safety and Reliability
Abstract: This paper analyses the structural system reliability of cable-stayed bridge by using the modified all failure modes. The concept of the structural subsystem is used to help the selection of major failure modes and to facilitate the correlate analysis. A special structural analysis algorithm considering non-linear effect is used to calculate the loading response and a multiple integral method is utilized to estimate the Pf of each failure mode. According to the design and test data of the bridge, the structural system reliability of the first-order bounds and the second-order bounds for ultimate limit-states are obtained.
Subject Headings: Structural analysis | Structural reliability | System reliability | Cable stayed bridges | Structural systems | Cables | Failure analysis | Railroad bridges | Bridge tests | Bridge design | Rail transportation | Rivers and streams | China | Asia
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