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EnglishThis paper presents the results of the dynamic tests conducted on a historical reinforced concrete arch bridge located in the Tuscan-Emilian Apennines, in the province of Parma (Italy). The design of the sensors location was determined in order to investigate the possible separation into bodies operated by the joints between the different spans. The ambient vibration data allowed the dynamic characterization of the 3-span arch bridge with the total length of 146 m and 18 m in width. The interpretation of the main global modes, distinctly detected through time domain identification methods, indicates that the horizontal response is governed by the deformability of the joints. The results show that the obtained modal features provide a reliable reference for the subsequent updating of the bridge FE model.
In-Operation Experimental Modal Analysis of a Three Span Open-Spandrel RC Arch Bridge / Ceravolo, R.; Coletta, G.; Lenticchia, E.; Li, L.; Quattrone, A.; Rollo, S.. - 11(2020), pp. 491-499. [10.1007/978-3-030-29227-0_52]
| Titolo: | In-Operation Experimental Modal Analysis of a Three Span Open-Spandrel RC Arch Bridge | |
| Autori: | ||
| Data di pubblicazione: | 2020 | |
| Titolo del libro: | Structural Integrity | |
| Serie: | ||
| Abstract: | This paper presents the results of the dynamic tests conducted on a historical reinforced concret...e arch bridge located in the Tuscan-Emilian Apennines, in the province of Parma (Italy). The design of the sensors location was determined in order to investigate the possible separation into bodies operated by the joints between the different spans. The ambient vibration data allowed the dynamic characterization of the 3-span arch bridge with the total length of 146 m and 18 m in width. The interpretation of the main global modes, distinctly detected through time domain identification methods, indicates that the horizontal response is governed by the deformability of the joints. The results show that the obtained modal features provide a reliable reference for the subsequent updating of the bridge FE model. | |
| ISBN: | 978-3-030-29226-3 978-3-030-29227-0 | |
| Appare nelle tipologie: | 2.1 Contributo in volume (Capitolo o Saggio) |
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| File | Descrizione | Tipologia | Licenza | |
|---|---|---|---|---|
| In-Operation Experimental Modal Analysis of a Three Span Open-Spandrel RC Arch Bridge.pdf | 2. Post-print / Author's Accepted Manuscript | PUBBLICO - Tutti i diritti riservati | Visibile a tuttiVisualizza/Apri | |
| In-Operation Experimental Modal Analysis of a Three Span Open-Spandrel RC Arch Bridge.pdf | 2a Post-print versione editoriale / Version of Record | Non Pubblico - Accesso privato/ristretto | Administrator Richiedi una copia |
http://hdl.handle.net/11583/2849108
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