Fatigue tests of welded connections between longitudinal stringer and deck plate in railway bridge orthotropic steel decks-Reference-Cited by-同舟云学术

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Fatigue tests of welded connections between longitudinal stringer and deck plate in railway bridge orthotropic steel decks

Published:2017-12 Issue: Volume:153 Page:32-42
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Cheng Bin,Cao Xinger,Ye Xinghan,Cao Yishan

Funder

National Key Research and Development Program of China

China Railway Corporation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. Design of steel orthotropic decks on railway bridges;Frýba;J Constr Steel Res,1998

2. Fatigue properties of orthotropic decks on railway bridges;Frýba;Eng Struct,1999

3. Fatigue damage model for bridge under traffic loading: application made to Tsing Ma Bridge;Li;Theoret Appl Fract Mech,2001

4. The use of continuous high-frequency strain gauge measurements for the assessment of the role of ballast in stress reduction on steel railway bridge decks;De Corte;Insight,2006

5. Structural analysis and fatigue reliability assessment of the Paderno Bridge;Pipinato;Practice Periodical Struct Des Construct,2010

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