Wind-induced vibration of a traffic-signal-support structure with cantilevered tapered circular mast arm

Author:

Zuo Delong,Letchford Chris W.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference23 articles.

1. Hamilton HR, Puckett JA. Fatigue damage in cantilevered traffic signal structures. In: Performance of structures—from research to design: proceedings of the 2002 structures congress [CD-ROM].

2. Puckett JA. Fatigue testing of WYDOT’s signal pole stiffened connection phase II. Wyoming Department of Transportation (Research Project in Progress); 2005.

3. South J. Fatigue analysis of overhead sign and signal structures. FHWA/IL/PR-115. Springfield (IL): Illinois Department of Transportation; 1994.

4. McDonald JR, Mehta KC, Oler W, Pulipaka N. Wind load effects on signs, luminaires and traffic signal structures. 1303-F. Texas Department of Transportation; 1995.

5. Cruzado HJ. Risk assessment model for wind-induced fatigue failure of cantilever traffic signal structures. Lubbock: Texas Tech University; 2007.

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