Role of distortional and warping stiffness of end regions at 3D performance of concrete bridges
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F09%3A00160711" target="_blank" >RIV/68407700:21110/09:00160711 - 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
Role of distortional and warping stiffness of end regions at 3D performance of concrete bridges
Original language description
Detail structural and dynamic analysis of concrete suspended bridge structure in Prague which was assessed because of severe damages of parapets and expansion joints is presented. Measured and calculated results are compared and approaches to repairing and stiffening are also recommended.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil 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)
Others
Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
International Conference on Computational & Experimental Engineering and Sciences
ISBN
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ISSN
1933-2815
e-ISSN
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Number of pages
6
Pages from-to
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Publisher name
Tech Science Press
Place of publication
Norcross, GA
Event location
Phuket
Event date
Apr 8, 2009
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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