Monitoring-based performance assessment of rail-bridge interaction based on structural reliability-Reference-Cited by-同舟云学术

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Monitoring-based performance assessment of rail-bridge interaction based on structural reliability

Published:2015-09 Issue:3 Volume:16 Page:342-355
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Strauss Alfred,Karimi Saeed,Kopf Fritz,Capraru Catalin,Bergmeister Konrad

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Ausbau und Instandhaltung bestehender Eisenbahnstrecken;Göbel;EI Eisenbahningenieur,1999

2. Längskraftbeanspruchung von durchgehend geschweißten Schienen auf Brücken für Lastkombinationen.;Ruge;Bautech.,2004

3. Longitudinal forces in continuously welded rails on bridgedecks due to nonlinear track-bridge interaction.;Ruge;Comput. Struct.,2007

4. Ruge , P. Widarda , D. Birk , C. 2007 Longitudinal track-bridge interaction for loadsequences

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1. Simulation of nonuniform heating induced by alternating-current rail flash butt welding at the end face;Welding in the World;2024-08-10

2. A practical approach to train-bridge system performance evaluation with consideration of random uncertainty and weighted evaluation indexes;Engineering Structures;2023-09

3. Influence of Pier Stiffness on Track-Bridge Interaction;The International Conference on Civil Infrastructure and Construction;2023-02

4. Investigation on the Maximum Expansion Length of Urban Rail Transit Double-Tower Cable-Stayed Bridges Without Rail Expansion Device;International Journal of Structural Stability and Dynamics;2021-09-17

5. Case study: The Harbor Bridge in Bratislava;Structural Concrete;2020-10-13

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