Letchford, C., & Cruzado, H. (2008). Risk Assessment Model for Wind-Induced Fatigue Failure of Cantilever Traffic Signal Structures (Report No. FHWA/TX -07-4586-4). Texas Tech University. Center for Multidisciplinary Research in Transportation. https://rosap.ntl.bts.gov/view/dot/66522
Letchford, Christopher and Hector Cruzado. Risk Assessment Model for Wind-Induced Fatigue Failure of Cantilever Traffic Signal Structures. Report no. FHWA/TX -07-4586-4. Texas Tech University. Center for Multidisciplinary Research in Transportation, 2008. https://rosap.ntl.bts.gov/view/dot/66522.
Letchford, Christopher, and Hector Cruzado Risk Assessment Model for Wind-Induced Fatigue Failure of Cantilever Traffic Signal Structures. Texas Tech University. Center for Multidisciplinary Research in Transportation, 2008, Report no. FHWA/TX -07-4586-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/66522.
The wind-induced vibrations of the mast arm of cantilever traffic signal structures can lead to the fatigue failure of these structures. For this project, both full-scale and wind tunnel tests were conducted to study the behavior of the structures. Results of these experiments indicated that when the signals have backplates, vortex shedding can cause large-amplitude vibrations that may lead to fatigue failure. These results contradict what has been generally accepted by other researchers: that galloping is the main cause for the fatigue inducing vibrations and that vortex shedding is of no relevance in this type of structure. As a result of this research, a methodology to estimate the fatigue life of these structures was developed. Using the climatology of the region, the methodology was applied as a risk assessment model to traffic signal structures of the City of Lubbock. Guidance is given on how life-cycle cost analysis can be applied to the structures.
Letchford, C., & Cruzado, H. (2008). Risk Assessment Model for Wind-Induced Fatigue Failure of Cantilever Traffic Signal Structures (Report No. FHWA/TX -07-4586-4). Texas Tech University. Center for Multidisciplinary Research in Transportation. https://rosap.ntl.bts.gov/view/dot/66522
Letchford, Christopher and Hector Cruzado. Risk Assessment Model for Wind-Induced Fatigue Failure of Cantilever Traffic Signal Structures. Report no. FHWA/TX -07-4586-4. Texas Tech University. Center for Multidisciplinary Research in Transportation, 2008. https://rosap.ntl.bts.gov/view/dot/66522.
Letchford, Christopher, and Hector Cruzado Risk Assessment Model for Wind-Induced Fatigue Failure of Cantilever Traffic Signal Structures. Texas Tech University. Center for Multidisciplinary Research in Transportation, 2008, Report no. FHWA/TX -07-4586-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/66522.
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