Intensive vibration of bridges due to high speed trains.
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F02%3A14025005" target="_blank" >RIV/68378297:_____/02:14025005 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Intensive vibration of bridges due to high speed trains.
Original language description
The railway bridges are intensively excited due to high speedtrains. A simple theoretical model presents the solution ina compact form. The effect of important parameters is studiedfor both concrete and steel bridges of spans 5 to 50 m forthree types ofhigh speed trains at speeds from 5 to 500 km/h.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
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)<br>Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2002
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Computers in Railways VIII.
ISBN
1-85312-913-5
ISSN
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e-ISSN
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Number of pages
10
Pages from-to
595-604
Publisher name
WIT Press
Place of publication
Southampton, Boston
Event location
Myrina [GR]
Event date
Jun 12, 2002
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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