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Effects of high speed trains on bridges

 Effects of high speed trains on bridges
Author(s): , ,
Presented at IABSE Conference: Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 April 2018, published in , pp. 526-533
DOI: 10.2749/kualalumpur.2018.0526
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Dynamic analysis is commonly conducted to design bridges for high speed railway lines. Classically, two aspects are analyzed at design stage: the vertical acceleration and vertical deflection of th...
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Bibliographic Details

Author(s): (Systra SA, Paris, France)
(Systra SA, Paris, France)
(Systra SA, Paris, France)
Medium: conference paper
Language(s): English
Conference: IABSE Conference: Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 April 2018
Published in:
Page(s): 526-533 Total no. of pages: 8
Page(s): 526-533
Total no. of pages: 8
DOI: 10.2749/kualalumpur.2018.0526
Abstract:

Dynamic analysis is commonly conducted to design bridges for high speed railway lines. Classically, two aspects are analyzed at design stage: the vertical acceleration and vertical deflection of the deck which are limited in order to prevent the track instability and the passenger comfort. These aspects were analyzed by Systra for the major international projects: Taipei – Kaohsiung line in Taiwan, “Channel Tunnel Rail Link” in the UK (CTRL), “Contournement Nîmes Montpellier” in France (CNM line), Tanger – Kenitra line in Morocco, Tianxingzhou Yangtze River Bridge in China and Dodam - Yeongcheon line in Korea.

More recently, some high-speed railway line projects have been designed to match a 400 km/h operation speed, such as Moscow-Saint Petersburg line project in Russia, and the European Research Project “Capacity for Rail”.

Keywords:
acceleration comfort track analysis dynamic high speed irregularities