eprintid: 3751
rev_number: 23
eprint_status: archive
userid: 1903
dir: disk0/00/00/37/51
datestamp: 2011-03-28 10:39:36
lastmod: 2016-04-20 13:13:55
status_changed: 2011-03-28 10:39:36
type: conference_item
metadata_visibility: show
item_issues_count: 0
creators_name: Cuadrado Sanguino, Manuel
creators_name: González Requejo, Pedro
creators_name: Goicolea Ruigómez, José María
creators_name: Nasarre, Jorge
creators_name: Dias, Rui
title: Analysis of Lateral Displacements in Large Railway Viaducts Under Traffic Loads. Impact on Ride Safety and Passenger Comfort.
ispublished: pub
subjects: construccion
abstract: The increasing design speed of the new high speed lines and the stringent requirements on track alignment parameters are leading to a sustained increase of the number of railway viaducts. The relevant standards impose limiting values on lateral vibrations. Both the Spanish and European standards establish a minimum value for the first natural frequency of lateral vibration of a span, that should not be lower than fh0 = 1,2 Hz. This limit was originally proposed by ERRI committee D181, which assessed the lateral forces in railway bridges. This limit was proposed in order to avoid lateral resonance in railway vehicles going across the structure, taking into account that the frequencies of lateral vibration of railway vehicles are, in general, not greater than 1,0 Hz. In the case of large continuous viaducts with high piers, the lateral deformations occurring during a train pass-by can be significant and the natural frequencies of the first mode of vibration of the deck can be very low. In these cases it is not clear whether the required verifications must be applied to spans considered independently, to several successive spans or to the whole viaduct. There is currently no analysis methodology allowing to assess this situation and check the viaduct design against the requirements of ride safety and passenger comfort. This paper analyzes the lateral deformations of a large continuous viaduct and the infrastructure vehicle interaction effects due to the circulation of freight trains and several types of high speed train sat different speeds. The application of this methodology will allow an optimized design of viaducts with significant lateral deformations that cannot be justified only by using the simplified criteria of the current applicable standards. In such cases, the compliance with standards may lead to over dimensioning or in other cases to neglect the limits without the adequate verification of the proper infrastructure behavior once it has been commissioned. As it is the case for vertical deformations, for which the European standards require the assessment of dynamic effects, we stress the need for a dynamic analysis of the effects of lateral deformations in large railway viaducts.
date: 2008
date_type: published
publisher: Plasser & Theurer
official_url: http://www.plassertheurer.com/index_es.htm
full_text_status: public
pres_type: paper
place_of_pub: Viena, Austria
event_title: 8th World Congress on Railway Research, WCRR 2008
event_location: Seúl, Korea
event_dates: 18/05/2008-22/05/2008
event_type: conference
institution: Caminos
department: Mecanica
refereed: TRUE
book_title: CD-Rom Proceedings of the 8th World Congress on Railway Research, WCRR 2008
rights: by-nc-nd
citation:   Cuadrado Sanguino, Manuel and González Requejo, Pedro and Goicolea Ruigómez, José María and Nasarre, Jorge and Dias, Rui  (2008).  Analysis of Lateral Displacements in Large Railway Viaducts Under Traffic Loads. Impact on Ride Safety and Passenger Comfort..  In: "8th World Congress on Railway Research, WCRR 2008", 18/05/2008-22/05/2008, Seúl, Korea.    
document_url: https://oa.upm.es/3751/1/INVE_MEM_2008_57013.pdf