Fatigue Reliability Assessment of Potential Crack Initiation of Tube-to-Transverse Plate Connections for Cantilever Sign Support Structures-Reference-Cited by-同舟云学术

Fatigue Reliability Assessment of Potential Crack Initiation of Tube-to-Transverse Plate Connections for Cantilever Sign Support Structures

Published:2018-04 Issue:2 Volume:32 Page:04018002
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Choi Hyungjoo¹,Najm Husam²

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Rutgers, State Univ. of New Jersey, Piscataway, NJ 08853.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Rutgers, State Univ. of New Jersey, Piscataway, NJ 08853 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001139

Reference17 articles.

1. ASCE. (2010). Minimum design loads for buildings and other structures Reston VA.

2. ASOS (Automated Surface Observation System). (1998). “Automated Surface Observation System users guide.” ⟨http://www.nws.noaa.gov/asos/pdfs/aum-toc.pdf⟩ (Dec. 6 2017).

3. Reliability-Based Design Guidelines for Fatigue of Ship Structures

4. Fatigue Life Assessment of Cracked High-Mast Illumination Poles

5. Diekfuss J. A. (2013). “Reliability-based fatigue assessment of mast-arm sign support structures.” Ph.D. dissertation Marquette Univ. Milwaukee.

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