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https://hdl.handle.net/10216/98573Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.creator | Carlos Sousa | |
| dc.creator | Rui Calçada | |
| dc.creator | Afonso Serra Neves | |
| dc.date.accessioned | 2019-02-06T15:32:07Z | - |
| dc.date.available | 2019-02-06T15:32:07Z | - |
| dc.date.issued | 2010 | |
| dc.identifier.other | sigarra:62831 | |
| dc.identifier.uri | https://repositorio-aberto.up.pt/handle/10216/98573 | - |
| dc.description.abstract | Railway bridges are subjected to important cyclic loads, which implies that thefatigue strength of these structures must be verified at the design stage. The EN1992-1-1provides a procedure for fatigue verification of concrete structures. Additional informationregarding the fatigue behaviour of railway bridges is given by the European codesEN1992-2 and EN1991-2. However, some specificities of the fatigue behaviour of thesestructures are not covered by these documents. This paper discusses such specificities andproposes a possible approach to be followed in the fatigue verification of railway bridgedecks. Some incoherencies in the design rules provided by the Eurocodes are alsodiscussed. Possible improvements of these standards are suggested. | |
| dc.language.iso | eng | |
| dc.relation.ispartof | First International Workshop Design of Concrete Structures using EN 1992-1-1 | |
| dc.rights | restrictedAccess | |
| dc.subject | Engenharia civil | |
| dc.subject | Civil engineering | |
| dc.title | Fatigue verification of a railway bridge deck according to the EN1992-1-1 | |
| dc.type | Artigo em Livro de Atas de Conferência Internacional | |
| dc.contributor.uporto | Faculdade de Engenharia | |
| dc.subject.fos | Ciências da engenharia e tecnologias::Engenharia civil | |
| dc.subject.fos | Engineering and technology::Civil engineering | |
| Appears in Collections: | FEUP - Artigo em Livro de Atas de Conferência Internacional | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| 62831.pdf Restricted Access | full text | 220.5 kB | Adobe PDF | View/Open |
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