Fatigue reliability model for steel railway bridges-Reference-Cited by-同舟云学术

Fatigue reliability model for steel railway bridges

Published:2016-03-07 Issue:12 Volume:12 Page:1602-1613
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Rakoczy Anna M.,Nowak Andrzej S.,Dick Stephen

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/15732479.2016.1153664

Reference30 articles.

1. Al-Emrani, M. (2002).Fatigue in riveted railway bridges – A study of the fatigue performance of riveted stringers and stringer-to-floorbeam connections(PhD thesis). Göteborg, Sweden:Chalmers University of Technology.

2. Bowman, M. D., Fu, G., Zhou, Y. E., Connor, R. J. & Godbole, A. A. (2012).Fatigue evaluation of steel bridges(NCHRP Report 721). Transportation Research Board.

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