Fatigue Performance of Saddle Connections in Aluminum Overhead Truss Sign Structures-Reference-Cited by-同舟云学术

Fatigue Performance of Saddle Connections in Aluminum Overhead Truss Sign Structures

Published:2022-06 Issue:3 Volume:36 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Yu Danqing¹,Bennett Caroline²^ORCID,Li Jian³^ORCID,Collins William³^ORCID

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 W 15th St., Lawrence, KS 66045.

2. Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 W 15th St., Lawrence, KS 66045 (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 W 15th St., Lawrence, KS 66045. 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/%28ASCE%29CF.1943-5509.0001696

Reference7 articles.

1. AASHTO. 2009. Standard specifications for structural supports for highway signs, luminaires, and traffic signals. 5th ed. Washington, DC: AASHTO.

2. AASHTO. 2020. Standard specifications for structural supports for highway signs, luminaires, and traffic signals. 6th ed. Washington, DC: AASHTO.

3. DNV (Det Norske Veritas). 2011. Recommended practice DNV-RP-C203: Fatigue design of offshore steel structures. Hovik, Norway: DNV.

4. Repair of damaged aluminum truss joints of highway overhead sign structures using FRP

5. Fatigue analysis of overhead sign support structures