Evaluating Fatigue in Steel Cantilevered Sign Structures under Service Life Wind Events through a Comprehensive Tool for Inspection-Reference-Cited by-同舟云学术

Evaluating Fatigue in Steel Cantilevered Sign Structures under Service Life Wind Events through a Comprehensive Tool for Inspection

Published:2023-04 Issue:2 Volume:37 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Al Shboul Khalid W.¹,Rasheed Hayder A.²^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506.

2. Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4185

Reference27 articles.

1. AASHTO. 2015. Interim revisions to standard specifications for structural supports for highway signs, luminaires, and traffic signals. 6th ed. Washington, DC: AASHTO.

2. Analytical-Based application software for Estimating remaining fatigue life of Non-Cantilevered sign structures

3. Al Shboul, K. W. 2022. Deterministic fatigue life simulation of flexible sign structures. New Brunswick, NJ: Kansas State Univ.

4. Al Shboul, K. W., and H. Rasheed. 2022. Probabilistic wind speed model for local data in all Kansas Counties. Research Rep. K-TRAN: KSU-21-6. Topeka, KS: KS DOT.

5. Al Shboul, K. W., H. A. Rasheed, and H. A. Alshareef. 2021. “Intelligent approach for accurately predicting fatigue damage in overhead highway sign structures.” In Vol. 34 of Structures, 3453–3463. Amsterdam, Netherlands: Elsevier. https://doi.org/https://doi.org/10.1016/j.istruc.2021.09.090.

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