Theoretical and experimental verifications of bridge frequency using indirect method

0500996 - ÚTAM 2020 RIV US eng C - Konferenční příspěvek (zahraniční konf.)
Urushadze, Shota - Yau, J. D. - Yang, Y.-B. - Bayer, Jan
Theoretical and experimental verifications of bridge frequency using indirect method.
Conference proceedings of the Society for experimental mechanics series. Vol. 2. New York: Springer, 2020 - (Pakzad, S.), s. 153-158. Conference Proceedings of the Society for Experimental Mechanics Series book series (CPSEMS). ISBN 978-3-030-12114-3. ISSN 2191-5644. E-ISSN 2191-5652.
[IMAC Conference and exposition on structural dynamics /37./. Orlando (US), 28.01.2019-31.01.2019]
Grant CEP: GA ČR(CZ) GC17-26353J
Grant ostatní: Ministry of Science & Technology of Taiwan(TW) MOST 106-2923-E-032-007-MY3
Institucionální podpora: RVO:68378297
Klíčová slova: bridge health monitoring * indirect method * moving load * vehicle-bridge interaction
Obor OECD: Construction engineering, Municipal and structural engineering
https://doi.org/10.1007/978-3-030-12115-0_20

According to the idea of indirect bridge frequency measurement proposed by Yang and co-workers, a moving test vehicle can be regarded as a message receiver to detect vibration data of the bridge that it passed. In the present study, an experimental setup will be carried out for indirect frequency measurement of a simply supported beam using a passing test vehicle with the feature of adjustable frequencies. The test vehicle is design as a single-degree-of-freedom unit in vertical vibration and guided by a set of tensile strings in self-equilibrium state so that it can drive the vehicle to move along the beam axis with full contact To remain the test vehicle running over the beam at constant speed, this study proposed a set of cantilever spiral spring devices to adjust the frequency by regulating the arch length of the spiral springs. From the present experimental results, the indirect bridge inspection method is applicable to frequency monitoring of a bridge. Moreover, the harder stiffness adjusted by the spiral spring device can give a more accurate prediction for measuring bridge frequencies than the softer one.
Trvalý link: http://hdl.handle.net/11104/0293031