Fatigue assessment of high mast illumination poles using field measurements
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[1] E. W. C. Wilkins,et al. Cumulative damage in fatigue , 1956 .
[2] Brent M. Phares,et al. Development of a Procedure for Fatigue Design of Slender Support Structures Subjected to Wind-Induced Vibration , 2009 .
[3] Edward Cohen,et al. Minimum Design Loads for Buildings and Other Structures , 1990 .
[4] T. J. Kinstler,et al. Current Knowledge of the Cracking of Steels During Galvanizing A Synthesis of the Available Technical Literature and Collective Experience for the American Institute of Steel Construction , 2005 .
[5] Ian C. Hodgson,et al. Field Instrumentation, Testing, and Long-Term Monitoring of High-Mast Lighting Towers in the State of Iowa , 2006 .
[6] Craig Abel Rios. Fatigue performance of multi-sided high-mast lighting towers , 2007 .
[7] Ian F. C. Smith,et al. A Fatigue Primer for Structural Engineers , 1998 .
[8] Wolfgang Fuerst,et al. Introductory digital signal processing with computer applications , 1989 .
[9] Margaret K. Warpinski. The effect of base connection geometry on the fatigue performance of welded socket connections in multi-sided highmast lighting towers , 2006 .
[10] Darrell F. Socie,et al. Simple rainflow counting algorithms , 1982 .
[11] Charles Stephen Pool. Effect of galvanization on the fatigue strength of high mast illumination poles , 2010 .