Evaluation of Transverse Impact Factors in Twin-Box Girder Bridges for High-Speed Railways-Reference-Cited by-同舟云学术

Evaluation of Transverse Impact Factors in Twin-Box Girder Bridges for High-Speed Railways

Published:2016-05 Issue:5 Volume:21 Page:06016002
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Moliner Emma¹,Lavado José²,Museros Pedro³

Affiliation:

1. Assistant Professor, Dept. of Mechanical Engineering and Construction, Univ. Jaume I, Avda Sos Baynat s/n, 12071 Castellón, Spain (corresponding author).

2. Associate Professor, Dept. of Structural Mechanics and Hydraulic Engineering, Universidad de Granada, Campus Univ. de Fuentenueva, 18071 Granada, Spain.

3. Associate Professor, Dept. of Continuum Mechanics and Theory of Structures, Univ. Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain; Fundación Caminos de Hierro para la Investigación y la Ingeniería Ferroviaria, C/Serrano 160, 28002 Madrid, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000896

Reference17 articles.

1. ANSYS 14.0 [Computer software]. ANSYS Canonsburg PA.

2. Consideration of nonlinear wheel–rail contact forces for dynamic vehicle–bridge interaction in high-speed railways

3. Burón M. and Peláez R. (2002). “Puentes para el ferrocarril de alta velocidad con tablero prefabricado.” II Congreso de ACHE de Puentes y Estructuras ACHE Madrid Spain.

4. California High-Speed Rail Authority. (2014). “Request for proposals for Design-Build Services for Construction Package 2-3. Book III Part A: Design criteria manual.” Rep. HSR 13–57 Sacramento CA.

5. CEN (European Committee for Standardization). (2002). “Actions on structures. Part 2: Traffic loads on bridges.” EN 1991-2 Eurocode 1 Brussels Belgium.

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