Monitoring-Based Fatigue Reliability Assessment of Steel Bridges: Analytical Model and Application-Reference-Cited by-同舟云学术

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Monitoring-Based Fatigue Reliability Assessment of Steel Bridges: Analytical Model and Application

Published:2010-12 Issue:12 Volume:136 Page:1563-1573
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ni Y. Q.¹²³,Ye X. W.¹²³,Ko J. M.¹²³

Affiliation:

1. Professor, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong (corresponding author).

2. Ph.D. Candidate and Research Associate, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

3. Chair Professor, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

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.0000250

Reference61 articles.

1. A new look at the statistical model identification

2. Variable-Amplitude Fatigue Strength of Structural Steel Bridge Details: Review and Simplified Model

3. American Welding Society (AWS). (1998). “Structural welding code-steel.” ANSI/AWS D1.1-98 Miami.

4. Basquin O. H. (1910). “Exponential law of endurance tests.” Proc. ASTM Vol. 10 ASTM West Conshohocken Pa. 625–630.

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