Computational Technology Resources - CCP

Paper 143

Improvement Proposals of Eurocode 1 to Design Railway Bridges for Dynamic Loading

D. La Poutré¹, A. Ausserlechner² and M. Vospernig³

¹Infrastructure Department, Steinbacher-Consult, Augsburg, Germany
²Bridge Department, Bernard Ingenieure, Hall in Tirol, Austria
³REVOTEC zt gmbh, Vienna, Austria

doi:10.4203/ccp.110.143

purchase the full-text of this paper

, "Improvement Proposals of Eurocode 1 to Design Railway Bridges for Dynamic Loading", in J. Pombo, (Editor), "Proceedings of the Third International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 143, 2016. doi:10.4203/ccp.110.143

Keywords: design, railway bridges, serviceability limit state, ultimate limit state, damping, acceleration, DER-method.

Summary

This paper shows that the semi probabilistic design method used for static design in the Eurocode has not been fully adopted for dynamic design. A case study is used, to demonstrate how the use of the semi probabilistic design method would have considerable benefits for dynamic design. In this case study theoretical design according to the Eurocode is compared with design using limit states and actually measured damping values. For the analyses the DER-Method was used.

purchase the full-text of this paper (price £22)

go to the previous paper
go to the next paper
return to the table of contents
return to the book description
purchase this book (price £85 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 110 PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo Paper 143 Improvement Proposals of Eurocode 1 to Design Railway Bridges for Dynamic Loading D. La Poutré¹, A. Ausserlechner² and M. Vospernig³ ¹Infrastructure Department, Steinbacher-Consult, Augsburg, Germany ²Bridge Department, Bernard Ingenieure, Hall in Tirol, Austria ³REVOTEC zt gmbh, Vienna, Austria doi:10.4203/ccp.110.143 purchase the full-text of this paper Full Bibliographic Reference for this paper , "Improvement Proposals of Eurocode 1 to Design Railway Bridges for Dynamic Loading", in J. Pombo, (Editor), "Proceedings of the Third International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 143, 2016. doi:10.4203/ccp.110.143 Keywords: design, railway bridges, serviceability limit state, ultimate limit state, damping, acceleration, DER-method. Summary This paper shows that the semi probabilistic design method used for static design in the Eurocode has not been fully adopted for dynamic design. A case study is used, to demonstrate how the use of the semi probabilistic design method would have considerable benefits for dynamic design. In this case study theoretical design according to the Eurocode is compared with design using limit states and actually measured damping values. For the analyses the DER-Method was used. purchase the full-text of this paper (price £22) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £85 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions