Fatigue Assessment and Service Life Prediction of Existing Steel Bridges by Integrating SHM into a Probabilistic Bilinear S-N Approach-Reference-Cited by-同舟云学术

Fatigue Assessment and Service Life Prediction of Existing Steel Bridges by Integrating SHM into a Probabilistic Bilinear S-N Approach

Published:2013-10 Issue:10 Volume:139 Page:1728-1740
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Soliman Mohamed¹,Frangopol Dan M.²,Kown Kihyon³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, ATLSS Engineering Research Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729.

2. Professor and the Fazlur R. Khan Endowed Chair of Structural Engineering and Architecture, Dept. of Civil and Environmental Engineering, ATLSS Engineering Research Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729 (corresponding author).

3. Senior Researcher, Social Overhead Capital (SOC) Research Institute, Structural Engineering Research Division, Korea Institute of Construction Technology, 283, Goyangdae-Ro, Ilsanseo-Gu, Goynag-Si, Gyeonggi-Do, Seoul 411-712, South Korea; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, ATLSS Engineering Research Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000584

Reference26 articles.

1. AASHTO. (2008). AASHTO LRFD bridge design specifications 4th Ed. AASHTO Washington DC.

2. Asymptotic Theory of Certain "Goodness of Fit" Criteria Based on Stochastic Processes

3. Ang. A. H-S. and Tang W. H. (2007). Probability concepts in engineering: Emphasis on applications to civil and environmental engineering 2nd Ed. Wiley New York.

4. British Standards Institution (BSI). (2006). Eurocode 3: Design of steel structures Part 1.9: Fatigue strength of steel structures BSI London.

Cited by 30 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Fatigue assessment of a 100-year-old riveted truss railway bridge;Journal of Constructional Steel Research;2024-06

2. Fatigue reliability analysis considering corrosion effects and integrating SHM information;Engineering Structures;2022-12

3. Research on the Reliability of Bridge Structure Construction Process System Based on Copula Theory;Applied Sciences;2022-08-14

4. Systematic derivation of safety factors for the fatigue design of steel bridges;Structural Safety;2022-07

5. ANN and LEFM-Based Fatigue Reliability Analysis and Truck Weight Limits of Steel Bridges after Crack Detection;Sensors;2022-02-17