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A procedure to track vibration modes under changing external factors : application to a pedestrian bridge
dc.creator | Soria, José M. | |
dc.creator | Díaz, Iván M. | |
dc.creator | García-Palacios, Jaime H. | |
dc.creator | Ibán, Norberto | |
dc.creator | Lorenzana, Antolín | |
dc.date.accessioned | 2016-02-17T15:45:48Z | |
dc.date.available | 2016-02-17T15:45:48Z | |
dc.date.issued | 2015 | |
dc.identifier.isbn | 978-84-606-9356-7 | es |
dc.identifier.uri | http://hdl.handle.net/11441/35051 | |
dc.description | Congreso celebrado en la Escuela de Arquitectura de la Universidad de Sevilla desde el 24 hasta el 26 de junio de 2015. | es |
dc.description.abstract | A low-cost vibration monitoring system has been developed and installed on an urban steel- plated stress-ribbon footbridge. The system continuously measures: the acceleration (using 18 triaxial MEMS accelerometers distributed along the structure), the ambient temperature and the wind velocity and direction. Automated output-only modal parameter estimation based on the Stochastic Subspace Identification (SSI) is carried out in order to extract the modal parameters, i.e., the natural frequencies, damping ratios and modal shapes. Thus, this paper analyzes the time evolution of the modal parameters over a whole-year data monitoring. Firstly, for similar environmental/operational factors, the uncertainties associated to the time window size used are studied and quantified. Secondly, a methodology to track the vibration modes has been established since several of them with closely-spaced natural frequencies are identified. Thirdly, the modal parameters have been correlated against external factors. It has been shown that this stress-ribbon structure is highly sensitive to temperature variation (frequency changes of more than 20%) with strongly seasonal and daily trends. | es |
dc.format | application/pdf | es |
dc.language.iso | eng | es |
dc.publisher | Víctor Compán Cardiel [etc.] | es |
dc.relation.ispartof | 3rd International Conference on Mechanical Models in Structural Engineering, 41-57. Sevilla, España : CMMoST 2015 | es |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | * |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.subject | Modal analysis | es |
dc.subject | Footbridge | es |
dc.subject | Continuous dynamic monitoring | es |
dc.subject | Environmental effects | es |
dc.title | A procedure to track vibration modes under changing external factors : application to a pedestrian bridge | es |
dc.type | info:eu-repo/semantics/conferenceObject | es |
dc.type.version | info:eu-repo/semantics/publishedVersion | es |
dc.rights.accessRights | info:eu-repo/semantics/openAccess | |
dc.identifier.idus | https://idus.us.es/xmlui/handle/11441/35051 |
Ficheros | Tamaño | Formato | Ver | Descripción |
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CMMoST 2015_Soria_procedure.pdf | 2.485Mb | [PDF] | Ver/ | |