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dc.contributoren-US
dc.creatorConsuegra, Fabián; Ingetec
dc.creatorSantos, Camilo; Ingetec
dc.date2015-04-06
dc.date.accessioned2019-05-03T12:19:28Z
dc.date.available2019-05-03T12:19:28Z
dc.identifierhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/547
dc.identifier.urihttp://revistaschilenas.uchile.cl/handle/2250/83728
dc.descriptionA large infrastructure system of bridges is essential to economical development of a country. Given such importance, a detailed structural inspection and evaluation is required in order to decide whether the bridges may be reinforced or retrofitted to extend their service life or whether they should be replaced by new structures. The structural engineer in charge of such decisions must face the limited amount of information of old structures which leads to implementation of time-expensive destructive methods in order to obtain basic information about the structure. A dynamic monitoring combined with a non-linear modeling is proposed to enable structural identification and damage detection, beyond the scope of traditional linear-model methods commonly used and available in the literature. This work presents several case studies on vibration records used in bridges and also specific topics that the structural engineer need to know for a good interpretation of results.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherPONTIFICIA UNIVERSIDAD CATOLICA DE CHILEen-US
dc.relationhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/547/60
dc.sourceRevista de la Construcción. Journal of Construction; Vol 14, No 1 (2015): Revista de la Construcción. Journal of Construction; 16 - 22en-US
dc.source0718-915X
dc.source0717-7925
dc.titleVibration analyses for the local and global evaluation of bridges as a tool for structural retrofiten-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Articleen-US


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