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Validation of a Tapered Impact Damper for Traffic Signal Structure Vibrations Using the Method of Harmonic Balance

Published Online: 2024-09-20

Published Print: 2025-04

Authors

Ganci, C. https://orcid.org/0000-0001-6713-3076
Kuether, R.

Hurlebaus, S. https://orcid.org/0000-0002-1720-4208
Funding

Funding for this research was provided by:

National Nuclear Security Administration (DE-NA0003525)
License Information

Text and Data Mining valid from 2024-09-20

Version of Record valid from 2024-09-20
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Article History

Received: 1 November 2023

Accepted: 22 August 2024

First Online: 20 September 2024

Declarations

:

: Claire Ganci is a student of and Stefan Hurlebaus is a professor of Texas A&M University. This article has been co-authored by Robert Kuether, an employee of National Technology & Engineering Solutions of Sandia, LLC under Contract No. DE-NA0003525 with the U.S. Department of Energy (DOE). The employee owns all right, title and interest in and to the article and is solely responsible for its contents. The United States Government retains and the publisher, by accepting the article for publication, acknowledges that the United States Government retains a non-exclusive, paid-up, irrevocable, world-wide license to publish or reproduce the published form of this article or allow others to do so, for United States Government purposes. The DOE will provide public access to these results of federally sponsored research in accordance with the DOE Public Access Plan .

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