Reliability-Based Inspection Protocols for Mast-Arm Sign Support Structures-Reference-Cited by-同舟云学术

Reliability-Based Inspection Protocols for Mast-Arm Sign Support Structures

Published:2016-07 Issue:7 Volume:142 Page:04016043
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Foley Christopher M.¹,Diekfuss Joseph A.²

Affiliation:

1. Professor and Chair, Dept. of Civil, Construction and Environmental Engineering, Marquette Univ., Haggerty Hall 268, 1515 W. Wisconsin Ave., Milwaukee, WI (corresponding author).

2. Structural Engineer, Structures Division, R.A. Smith National, 16745 W. Bluemound Rd., Brookfield, WI.

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.0001497

Reference67 articles.

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

2. AASHTO. (2009). “Standard specifications for structural supports for highway signs luminaires and traffic signals.” Washington DC.

3. Alderson J. L. (1999). “Fatigue study of cantilevered traffic signal mast arms.” M.S. thesis Univ. of Missouri Columbia MO.

4. Anderson T. H. (2007). “Fatigue life investigation of traffic signal mast-arm connection details.” M.S. thesis Univ. of Texas Austin TX.

5. Fatigue strength of mild-steel fillet weld tube to plate joints;Archer G.;Metal Constr. Br. Welding J.,1970

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