This master\u27s thesis documents and presents the results of research into cyclical, wind-induced loads on high-mast lighting towers (HMLTs). Field and laboratory tests were performed to investigate the effects of wind gusts (i.e., buffeting), vortex shedding, and associated dynamic response. A long-term field monitoring study gathered wind and strain gage data from eleven different HMLTs over the course of two years. Fourteen additional HMLTs were pluck tested to gather dynamic data. Results obtained from the field tests lead to the development of rational design criteria to be used for the fatigue design of HMLTs. The concept of a combined wind effect, which accounts for the effects of a variety of wind-induced loads, is presented for fa...
Wind induced fatigue damage affects most slender structures such as flare booms and bridges in offsh...
The paper presents results of wind tunnel experiments of wind action on two free-standing lighting p...
This paper deals with the fatigue analysis of slender structures subjected to the wind action. A 50-...
Although not often recognized as significant structures by the motoring public, ancillary structures...
US Transportation Collection2020PDFTech ReportLloyd, Jason BConnor, Robert J.Sherman, Ryan J.Purdue ...
US DOT Public Access Data Management Plans2020PDFData Management PlanPurdue University. School of Ci...
2010PDFTech ReportFHWA-WY-10/02FWork unit no. RS01(210)Job no. RS01210Poles (Supports)VibrationWindD...
Traffic signal poles and high-mast poles are used by transportation agencies to control and illumina...
Wind-induced fatigue loading and damage to roof claddings on gable-roof and hip-roof buildings are i...
Wind-induced fatigue is a major issue for the design of slender high-rise structures. However, there...
Abstract: Under excitation from wind, highway lighting poles of various types have exhibited problem...
An investigation is presented to determine the wind loads on external solar blinds on two 60 m high ...
High-mast light poles are used frequently to illuminate large areas such as motorways and parking lo...
This paper introduces a procedure for estimating wind-induced fatigue damage to metal roof cladding....
Abstract only availableThis research focuses on the fatigue testing of a traffic mast-arm system for...
Wind induced fatigue damage affects most slender structures such as flare booms and bridges in offsh...
The paper presents results of wind tunnel experiments of wind action on two free-standing lighting p...
This paper deals with the fatigue analysis of slender structures subjected to the wind action. A 50-...
Although not often recognized as significant structures by the motoring public, ancillary structures...
US Transportation Collection2020PDFTech ReportLloyd, Jason BConnor, Robert J.Sherman, Ryan J.Purdue ...
US DOT Public Access Data Management Plans2020PDFData Management PlanPurdue University. School of Ci...
2010PDFTech ReportFHWA-WY-10/02FWork unit no. RS01(210)Job no. RS01210Poles (Supports)VibrationWindD...
Traffic signal poles and high-mast poles are used by transportation agencies to control and illumina...
Wind-induced fatigue loading and damage to roof claddings on gable-roof and hip-roof buildings are i...
Wind-induced fatigue is a major issue for the design of slender high-rise structures. However, there...
Abstract: Under excitation from wind, highway lighting poles of various types have exhibited problem...
An investigation is presented to determine the wind loads on external solar blinds on two 60 m high ...
High-mast light poles are used frequently to illuminate large areas such as motorways and parking lo...
This paper introduces a procedure for estimating wind-induced fatigue damage to metal roof cladding....
Abstract only availableThis research focuses on the fatigue testing of a traffic mast-arm system for...
Wind induced fatigue damage affects most slender structures such as flare booms and bridges in offsh...
The paper presents results of wind tunnel experiments of wind action on two free-standing lighting p...
This paper deals with the fatigue analysis of slender structures subjected to the wind action. A 50-...