Interaction dynamics of a high-speed train moving on multi-span railway bridges with support settlements
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F14%3A00446894" target="_blank" >RIV/68378297:_____/14:00446894 - isvavai.cz</a>
Result on the web
<a href="http://www.isma-isaac.be/publications/proceedings.html" target="_blank" >http://www.isma-isaac.be/publications/proceedings.html</a>
DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Interaction dynamics of a high-speed train moving on multi-span railway bridges with support settlements
Original language description
After construction of rail bridges, differential support settlement at bridge foundations is one of the key issues being considered for running safety of trains and operation of railways. In this paper, the influence of ground settlement on dynamic interactions of train-bridge system will be studied. The train is simulated as a sequence of identical sprung mass units with equal intervals and the bridge system as a series of simple beams with identical properties. To resolve the train-induced vibrationsof a beam structure with support settlements, the total beam response is decomposed into two parts: the static response due to vertical support settlement and the dynamic component caused by inertia effect of beam vibration. An exact solution for staticdisplacement is presented by exerting the support displacements on the beam statically. Thus the remaining dynamic response of the vehicle/bridge coupling system can be computed by conventional vehicle-bridge interaction dynamic method. F
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
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of International conference on noise and vibration engineering (ISMA2014) and International conference on uncertainty in structural dynamics (USD2014)
ISBN
978-90-73802-91-9
ISSN
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e-ISSN
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Number of pages
9
Pages from-to
955-963
Publisher name
Katholieke University Leuven
Place of publication
Leuven
Event location
Leuven
Event date
Sep 15, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000352201001015