Predicting the probability of failure of timber bridges using fault tree analysis-Reference-Cited by-同舟云学术

Predicting the probability of failure of timber bridges using fault tree analysis

Published:2019-02-02 Issue:6 Volume:15 Page:783-797
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Lokuge Weena¹,Wilson Matthew²,Tran Huu³,Setunge Sujeeva⁴

Affiliation:

1. Centre for Future Materials, School of Civil Engineering and Surveying, University of Southern Queensland, Toowoomba, QLD, Australia;

2. School of Civil Engineering and Surveying, University of Southern Queensland, Toowoomba, QLD, Australia;

3. School of Civil Engineering, RMIT University, Melbourne, VIC, Australia;

4. Civil and Infrastructure Engineering, School of Engineering, RMIT University, Melbourne, VIC, Australia

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2019.1569069

Reference32 articles.

1. Deterioration Rates of Typical Bridge Elements in New York

2. Estimating Transition Probabilities in Markov Chain-Based Deterioration Models for Management of Wastewater Systems

3. Reliability analysis of a timber truss system subjected to decay

4. Bu, G. (2013). Development of an integrated deterioration method for long-term bridge performance prediction. PhD Thesis. Griffith University, Queensland, Australia.

5. Fault-Tree Model for Risk Assessment of Bridge Failure: Case Study for Segmental Box Girder Bridges

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