Fatigue Life Assessment of Traffic-Signal Support Structures from an Analytical Approach and Long-Term Vibration Monitoring Data

Author:

Ding Jie1,Chen Xinzhong2,Zuo Delong3,Hua Jieying4

Affiliation:

1. Instructor, Dept. of Civil, Environmental, and Construction Engineering, National Wind Institute, Texas Tech Univ., Lubbock, TX 79409.

2. Professor, Dept. of Civil, Environmental, and Construction Engineering, National Wind Institute, Texas Tech Univ., Lubbock, TX 79409 (corresponding author).

3. Associate Professor, Dept. of Civil, Environmental, and Construction Engineering, National Wind Institute, Texas Tech Univ., Lubbock, TX 79409.

4. Ph.D. Candidate, National Wind Institute, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference32 articles.

1. AASHTO. (2001). “Standard specifications for structural supports for highway signs luminaires and traffic signals.” Washington DC.

2. ASCE. (2010). “Minimum design loads for buildings and other structures.” Reston VA.

3. ASTM. (2011). “Standard practices for cycle counting in fatigue analysis.” ASTM 1049–85 West Conshohocken PA.

4. Uncertainty in fatigue life prediction of structures subject to Gaussian loads

5. Fatigue Assessment of Traffic Signal Mast Arms Based on Field Test Data Under Natural Wind Gusts

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