Wind-induced traffic signal structure response: Experiments and reduction via helical arm strakes

Author:

Wieghaus Kyle T.,Hurlebaus Stefan,Mander John B.,Fry Gary T.

Funder

Texas A&M Transportation Institute

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference28 articles.

1. McDonald JR, Mehta KC, Oler W, Pulipaka N. Wind load effects on signs, luminaires, and traffic signal structures. In: Report no. 1303-F. Austin, TX: Texas Department of Transportation (TxDOT); 1995.

2. Kaczinski MR, Dexter RJ, Van Dien JP. Fatigue-resistant design of cantilevered signal, sign, and light supports. In: National Cooperative Highway Research Program (NCHRP) report 412. Washington, D.C.: Transportation Research Board (TRB); 1998.

3. Standard specifications for structural supports for highway signs, luminaires, and traffic signals;American Association of State Highway and Transportation Officials (AASHTO),2001

4. Letchford C, Cruzado H, Zuo D. Risk assessment model for wind-induced fatigue failure of cantilever traffic signal structures. In: Report no. 4586-4. Austin, TX: Texas Department of Transportation (TxDOT); 2008.

5. Wind tunnel studies of cantilever traffic signal structures;Cruzado;Wind Struct,2013

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