Damage avoidance solution to mitigate wind-induced fatigue in steel traffic support structures

Author:

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

Funder

Texas A&M Transportation Institute

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. Fatigue-resistant design of cantilevered signal, sign, and light supports;Dexter,2002

2. On galloping vibration of traffic signal structures;Pulipaka;J. Wind Eng. Ind. Aerodyn.,1998

3. Risk assessment model for wind-induced fatigue failure of cantilever traffic signal structures;Letchford,2008

4. Wind-induced traffic signal structure response: experiments and reduction via helical arm strakes;Wieghaus;Eng. Struct.,2014

5. Natural wind response and fatigue assessment of a cantilevered traffic signal structure with helical arm strakes;Wieghaus,2014

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