Dynamic load tests on the North-South axis cable-stayed bridge with a non-symmetric central pylon
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Campo DC | Valor | Idioma |
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dc.contributor | Grupo de Ensayo, Simulación y Modelización de Estructuras (GRESMES) | es_ES |
dc.contributor | Durabilidad de Materiales y Construcciones en Ingeniería y Arquitectura | es_ES |
dc.contributor.author | Ivorra, Salvador | - |
dc.contributor.author | Foti, Dora | - |
dc.contributor.author | Paparella, Francesco | - |
dc.contributor.author | Baeza, F. Javier | - |
dc.contributor.other | Universidad de Alicante. Departamento de Ingeniería Civil | es_ES |
dc.date.accessioned | 2017-09-29T09:17:12Z | - |
dc.date.available | 2017-09-29T09:17:12Z | - |
dc.date.issued | 2017 | - |
dc.identifier.citation | Procedia Engineering. 2017, 199: 2967-2972. doi:10.1016/j.proeng.2017.09.528 | es_ES |
dc.identifier.issn | 1877-7058 | - |
dc.identifier.uri | http://hdl.handle.net/10045/69731 | - |
dc.description.abstract | The new cable-stayed bridge built for the North-South axis road of Bari in order to overpass the railway of RFI and Ferrotramviaria s.p.a. has been recently built and opened to the traffic. The bridge is 626 m long and the central cable-stayed bays have a total length of 225 m. They are supported by cables connected to a central upside down Y-shaped pylon. The peculiarity is that this column is about 60° rotated with respect to the axis of the bridge deck. A dynamic load tests was developed previously to open the bridge to conventional traffic. 26 piezoelectric accelerometers have been utilized in different positions of the cables-stayed bays to record the accelerations produced by environmental forces and by the impact produced by a loaded truck passing over a bump. Operational Modal Analysis has been applied by mean of Artemis software to determine the first fundamental frequencies and the mode shapes. The main frequency of this non-symmetric pylon is the main frequency of all the stayed bridge. | es_ES |
dc.language | eng | es_ES |
dc.publisher | Elsevier | es_ES |
dc.rights | © 2017 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). | es_ES |
dc.subject | Cable-stayed bridges | es_ES |
dc.subject | Antisymmetric deck | es_ES |
dc.subject | Dynamic identification tests | es_ES |
dc.subject | FE modelling | es_ES |
dc.subject.other | Mecánica de Medios Continuos y Teoría de Estructuras | es_ES |
dc.title | Dynamic load tests on the North-South axis cable-stayed bridge with a non-symmetric central pylon | es_ES |
dc.type | info:eu-repo/semantics/article | es_ES |
dc.peerreviewed | si | es_ES |
dc.identifier.doi | 10.1016/j.proeng.2017.09.528 | - |
dc.relation.publisherversion | http://dx.doi.org/10.1016/j.proeng.2017.09.528 | es_ES |
dc.rights.accessRights | info:eu-repo/semantics/openAccess | es_ES |
Aparece en las colecciones: | INV - DMCIA - Artículos de Revistas INV - GRESMES - Artículos de Revistas |
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Archivo | Descripción | Tamaño | Formato | |
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2017_Ivorra_etal_ProcediaEng.pdf | 770,46 kB | Adobe PDF | Abrir Vista previa | |
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