On the prediction of the interaction effect caused by continuous ballast on filler beam railway bridges by experimentally supported numerical studies-Reference-Cited by-同舟云学术

On the prediction of the interaction effect caused by continuous ballast on filler beam railway bridges by experimentally supported numerical studies

Published:2010-12 Issue:12 Volume:32 Page:3981-3988
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Rauert T.,Bigelow H.,Hoffmeister B.,Feldmann M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference11 articles.

1. Untersuchungen zum verstärkten Einsatz von Stahlverbundkonstruktionen bei Brücken kleiner und mittlerer Stützweiten, Forschungsvorhaben;Schmitt,2005

2. Rauert T, Hoffmeister B. Long-term Monitoring of a twin composite filler beam railway bridge with continuous ballast. In: Proceedings of the ISEV’09 conference (International symposium on environmental vibrations) 2009.

3. Dynamic behaviour of twin single-span ballasted railway viaducts—field measurements and modal identification;Rebelo;Eng Struct,2008

4. Influence of ballast models in the dynamic response of railway viaducts;Rigueiro;J Sound Vibration,2010

5. European standard EN 1991–2: actions on structures - Part 2: traffic loads on bridges. 2003.

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