An equivalent additional damping approach to assess vehicle-bridge interaction for train-induced vibration of short-span railway bridges

Author:

Yau J.D.,Martínez-Rodrigo M.D.,Doménech A.

Funder

Ministry of Science & Technology of Taiwan

Spanish Ministry of Economy and Competitiveness

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference23 articles.

1. UIC Code 776-2 R. Design requirements for rail-bridges based on interaction phenomena between train, track and bridge. Union Internationale Des Chemins de Fer; 2009.

2. European Committee for Standardization EN 1991-2. Actions on structures –Part 2: Traffic loads on bridges, CEN, Brussels; 2003.

3. ERRI D-214 Committee, Ponts rails pour vitesses >200 km/h et <350 km/h. Conditions de deformation dynamiques, Rapport interimaire. Utrecht: European Rail Research Institute (ERRI); 1997.

4. Dynamic response of single-span beam bridges to a series of moving loads;Klasztorny;Earthq Eng Struct Dyna,1990

5. ERRI D214, Rail bridges for speeds >200 km/h. Final report. Part A: Synthesis of the results of D214 research, European Rail Research Institute; 1999.

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