2021
DOI: 10.1016/j.engstruct.2021.112837
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Studying the wind-induced vibrations of a traffic signal structure through long term health monitoring

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Cited by 9 publications
(4 citation statements)
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“…It is planned to carry out dynamic wind tunnel tests to investigate the dynamic response of the cylinder, using a spring support system to describe the vortex shedding response [47][48][49][50] and possible galloping phenomena [51,52]. Such studies are fundamental for reliable assessment of the resistance and fatigue behaviour of many structural types [53][54][55]. In addition, the aerodynamic loading of non-stationary winds, such as thunderstorms, can be studied [56][57][58] introducing in the experiment typical effects induced by thunderstorms outflows [59].…”
Section: Discussionmentioning
confidence: 99%
“…It is planned to carry out dynamic wind tunnel tests to investigate the dynamic response of the cylinder, using a spring support system to describe the vortex shedding response [47][48][49][50] and possible galloping phenomena [51,52]. Such studies are fundamental for reliable assessment of the resistance and fatigue behaviour of many structural types [53][54][55]. In addition, the aerodynamic loading of non-stationary winds, such as thunderstorms, can be studied [56][57][58] introducing in the experiment typical effects induced by thunderstorms outflows [59].…”
Section: Discussionmentioning
confidence: 99%
“…As a result, big money is spent spent to manufacture highly reliable bearings, blades, and other structural parts. As a result, for small-scale wind energy harvesting technology, more and more researchers are studying a wind-induced vibration structure [ 14 , 15 , 16 ]. Namely, there is a trend of transferring wind energy to vibration energy first, and then converting vibration energy to electrical energy through the mechatronic conversion element [ 17 ].…”
Section: Principles Of the Novel Wind–solar Hybrid Energy Harvesting ...mentioning
confidence: 99%
“…The excessive displacement response of a cantilevered mast arm traffic support structure could be up to 48 inches under steadystate winds with speeds ranging from 10 to 35 mph [3]. Large amplitude vibrations result in repeated load stress cycles, which reduce the fatigue life of these structures [4]. Fatigue failures of cantilevered traffic signal structures have occurred in many locations and have become a prominent concern across the United States.…”
Section: Introductionmentioning
confidence: 99%
“…Thirty states reported having excessive vibrations or fatigue cracking of sign, signal, or light support structures under a survey by The National Cooperative Highway Research Program. Vibration problems of traffic signal structures induced by vortex shedding, galloping, natural wind gusts, and truck-induced gusts have been extensively studied in the past decades using different means including long-term full-scale measurements [4,5], wind tunnel experiments [6], and numerical as well as analytical modeling [7].…”
Section: Introductionmentioning
confidence: 99%