Nonlinear analyses techniques for the assessment of the track-bridge iteraction

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU119790" target="_blank" >RIV/00216305:26110/16:PU119790 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Nonlinear analyses techniques for the assessment of the track-bridge iteraction

Original language description

The investigation of longitudinal loads and their influence on forces in continuous welded rails on bridge decks has been discussed intensively in the last 20 years. This was triggered by the 1995 UIC-recommendation 774-3R as well as by Eurocode 1 (EC-1) which provides information on loads on bridges, design methods and approaches. This paper aims to analyze the complex interaction between track and bridge deck using non-linear analysis techniques. In a wider sense, the objective is to propose improvements of the standardization routines where necessary.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

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OECD FORD branch

20102 - Construction engineering, Municipal and structural engineering

Project

Result was created during the realization of more than one project. More information in the Projects tab.

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2016

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks

ISBN

978-1-138-02851-7

ISSN

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e-ISSN

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Number of pages

6

Pages from-to

328-333

Publisher name

Neuveden

Place of publication

Brazílie

Event location

Foz do Iguacu

Event date

Jun 26, 2016

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

000405269000034