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Fatigue in traffic and sign structures across the U.S. and Canada in recent years has become a concern. Specifically, an alarming number of sign and signal failures have occurred where the cross-member falls to the ground as a result of significant “bouncing” or “galloping” of the cross member caused by wind. These structures are generally light and have low inherent damping; traffic signal structures, in particular, have a low fundamental period of vibration, contributing to galloping of the structure in wind. Galloping can cause large vertical displacements even in relatively mild wind.
Researchers at the University of Wyoming have developed a mechanical
system that operates as a damper on pole cross members so that any
vibrations are counter-acted, thereby preventing fatigue and failure. So,
whether the wind is a mild breeze or something considerably stronger, the
mechanical damping system will adjust its response to be equal and opposite
to the vibration, thereby reducing stress to the structure. The invention
also includes an omni-directional damping of movement of a structure
including in-plane and out-of-plane directions to further reduce fatigue
cracks. Other features include:
• Ease of installation and maintenance.
• Relatively low noise output (system will not exhibit objectionably loud
noises)
• Aesthetically pleasing
• Tuning capabilities increased for matching the natural frequency of the
structure
This technology is protected by US patent
6,857,615.
If you would like to learn more about this novel method for mechanical
damping system for structures and how your company may apply it in
commercial situations, please contact the director of the University of
Wyoming Research Products Center,
Davona Douglass.
Research Products Center
Dept. 3672
1000 E. University Ave.
Laramie, WY 82071
(307)766-2520
Fax: (307) 766-2530
e-mail: WyomingInvents@uwyo.edu