Wind-induced Oscillations of Cantilevered Traffic Signal Structures
Abstract eng: Wind-induced oscillations of mast arms of cantilever traffic signal structures can lead to fatigue failure. One such structure with a 13.7 m mast arm has been equipped with a sonic anemometer and a camera that records the motions of the tip of the arm. Initials results of 10 hours of collected data showed that vertical (or in-plane) oscillations are much larger than horizontal (or out-of-plane) oscillations; that the higher amplitude horizontal oscillations have a propensity to occur when the wind is more turbulent; that the higher amplitude vertical oscillations have a higher probability of occurring when the wind speed is steady between 4 to 5 m/s; and that vortex shedding seems to be an important mechanism for generating large amplitude motion in cantilever traffic signal structures More data will be collected to validate these findings.
Contributors:
Publisher:
American Association for Wind Engineering, 2005
Conference Title:
Conference Title:
Tenth Americas Conference on Wind Engineering
Conference Venue:
Baton Rouge, Louisiana (US)
Conference Dates:
2005-05-31 / 2005-06-04
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-18, last modified 2014-11-18