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Vibration assessment of railway viaducts under real traffic using bridge-track models

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Orientador(es)

Resumo(s)

The main purpose of this work is to evaluate and compare the dynamic response of a ballasted single-span simply supported viaduct using available models for the track system composed by the rails, the sleepers and the ballast. The dynamic response obtained from field measurements is used to establish the dynamic characteristics of the structure and the real traffic response acceleration to be used as reference for the comparisons. For the numeric calculations two types of loading model are considered, namely the moving forces model and the interaction bridge/track/vehicle model.

Descrição

Palavras-chave

Railways viaducts High speed train Ballasted tracks Dynamic models

Contexto Educativo

Citação

RIGUEIRO, Constança; REBELO, Carlos; SILVA, Luís Simões da (2006) - Vibration assessment of railway viaducts under real traffic using bridge-track models.In Computacional Methods in Engineering Science. In Computational Methods in Engineering and Science, 10, Hainan, 21-23 Agosto - [S.l.]: Tsinghua University Press. Springer-Verlag. p.1-15

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Unidades organizacionais

Fascículo

Editora

Tsinghua University Press. Springer-Verlag

Licença CC