Influence of the Second Bending Mode on the Response of High-Speed Bridges at Resonance-Reference-Cited by-同舟云学术

Influence of the Second Bending Mode on the Response of High-Speed Bridges at Resonance

Published:2005-03 Issue:3 Volume:131 Page:405-415
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Museros P.¹²,Alarcón E.¹²

Affiliation:

1. Assistant Professor, PhD., Dept. of Structural Mechanics, Superior Civil Engineering School, Univ. of Granada, 18071 Granada, Spain.

2. Professor, Dept. of Structural Mechanics and Industrial Constructions, Superior Industrial Engineering School, Technical Univ. of Madrid, José Gutiérrez Abascal 2, 28006 Madrid, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A3%28405%29

Reference17 articles.

1. European Committee for Standardization (CEN. (2002a). “Actions on structures. Part 2: General actions—Traffic loads on bridges. Final Draft prEN 1991-2 ” Eurocode 1 Brussels Belgium.

2. European Committee for Standardization (CEN. (2002b). “Basis of Structural Design. Annex A2: Application for bridges. Final PT Draft EN 1990-prAnnex A2.” Brussels Belgium.

3. European Rail Research Institute D-214 Committee (ERRI D-214. (2001). “Ponts-Rails pour vitesses >200 km∕h . Rapport Final.” Rep. No. 9 Utretch France (in French).

4. DYNAMICS OF RAILWAY BRIDGES

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