Probabilistic Model for Remaining Fatigue Life Estimation of Bridge Components-Reference-Cited by-同舟云学术

Probabilistic Model for Remaining Fatigue Life Estimation of Bridge Components

Published:2021-10 Issue:10 Volume:147 Page:04021147
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Prakash Guru¹^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Indore, Khandwa Rd., Simrol, Indore, Madhya Pradesh 453 552, India. ORCID: .

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.0003114

Reference36 articles.

1. AASHTO. 1990. Guide specifications for fatigue evaluation of existing steel bridges, 1–16. Washington, DC: AASHTO.

2. AASHTO. 2010. Highway safety manual, 10. Washington, DC: AASHTO.

3. Bernstein reliability model: Derivation and estimation of parameters

4. Fatigue life prediction based on the rainflow cycle counting method for the end beam of a freight car bogie

5. Probabilistic S-N curves for constant and variable amplitude

Cited by 6 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. Seismic time-dependent resilience assessment of aging highway bridges incorporating the effect of retrofitting;Structures;2024-05

2. Risk–Reward Share Allocation under Different Integrated Project Delivery Relational Structures: A Monte-Carlo Simulation and Cooperative Game Theoretic Solutions Approach;Journal of Construction Engineering and Management;2024-04

3. Fatigue Life Assessment of a Steel Railway Bridge with Pot-PTFE Bearing;Practice Periodical on Structural Design and Construction;2024-02

4. Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework;Structures;2023-07

5. Application of Bayesian Update Method in the Construction Control of Continuous Rigid Frame Bridge Girders with High Piers and Large Spans;Buildings;2023-06-19