Fatigue assessment of a composite railway bridge for high speed trains. Part II: Conditions for which a dynamic analysis is needed

Author:

Liu K.,Zhou H.,Shi G.,Wang Y.Q.,Shi Y.J.,De Roeck G.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. ENV1991-2:2002 Eurocode: Actions on structures - Part 2: Traffic loads on bridges;European Committee for Standardization,2002

2. Dynamic and fatigue response of a truss bridge with fiber reinforced polymer deck;Chiewanichakorn;Int J Fatigue,2007

3. Advanced dynamic finite element analysis of a skew steel railway bridge;Kaliyaperumal;Eng Struct,2011

4. The influence of railpad stiffness on wheelset/track interaction and corrugation growth;Chen;Eng Struct,2011

5. Dynamic response of trains crossing large span double-track bridges;Van Bogacrt;J Constr Steel Res,1993

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