Structural System Reliability Analysis for a Self-Anchored Suspension Bridge

Bao Chu Yu; Sheng Yong Li

doi:10.4028/www.scientific.net/AMM.166-169.1868

Paper Titles

Analytical Investigation of Progressive Collapse Resistance Mechanism in Steel Moment Frame with Fiber Model
p.1848

The Interval Estimation about Confidence of the Reliability Index
p.1854

A Survey of Sulfate Resistance Test Methods
p.1859

Reliability Analysis of Foundation Pit Directly Based on Field Information
p.1863

Structural System Reliability Analysis for a Self-Anchored Suspension Bridge
p.1868

Reliability Simulation Combining Kriging and Monte Carlo Radius-outside Importance Sampling in Space Structure Latch
p.1872

Reliability Assessment on Pipeline with Axial Surface Crack
p.1879

Aging Effect on Corrosion Damage Evolution Behavior of Fuse-Head Used for Electric Explosive Device
p.1883

Life Prediction of Aluminum Alloy Structure Subjected to Corrosion Fatigue and Corrosion Damage
p.1887

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Structural System Reliability Analysis for a...

Structural System Reliability Analysis for a Self-Anchored Suspension Bridge

Abstract:

A self-anchored suspension bridge is analyzed for its structural system reliability, and the bridge reliability is relatively high under vehicular load. Through seeking the distinct structural system fault modes the relatively weak structural elements can be identified, which can be the basis on its reasonable design and offer the reference to the analysis for the similar bridge structures. The results verify that the global -Unzipping method and the improved difference equivalent recursion algorithm is efficient and applicable for system reliability evaluation of the complex structures such as self-anchored suspension bridges.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

1868-1871

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1868

Citation:

Cite this paper

Online since:

May 2012

Authors:

Bao Chu Yu, Sheng Yong Li

Keywords:

Drillingsurface Finish, Fault Modes, Global-Unzipping Method, Self-Anchored Suspension Bridge, System Reliability

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Cong Dong. Theory and application of modern structural system reliability [M]. Beijing: Science Press, 2001.

Google Scholar

[2] Ditlevsen O. Narrow reliability bounds for structural systems. Journal Engineering Mechanics, ASCE, 1979, 7(4): 453-472.

DOI: 10.1080/03601217908905329

Google Scholar

[3] Hohenbichler M, Rackwitz R. First-order concepts in system reliability [J]. Structure Safety, 1983, 1: 177-188.

DOI: 10.1016/0167-4730(82)90024-8

Google Scholar

[4] Yungui Li, Guofan Zhao. Approximate calculation method for the structural system reliability [J]. China Civil Engineering Journal, 1993, 26(5): 70-76.

Google Scholar

[5] Pandey M D. An effective approximation to evaluate multinormal integrals [J]. Structure Safety, 1998, 30(5): 51-67.

DOI: 10.1016/s0167-4730(97)00023-4

Google Scholar