Analysis of prestressing tendons layout of the concrete bridge
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00207926" target="_blank" >RIV/68407700:21110/13:00207926 - 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
Analysis of prestressing tendons layout of the concrete bridge
Original language description
The article deals with comparison of the two tendons layout system of bridges constructed by using cantilever technology. System of prestressing tendons layout consisted from bent cantilever tendons supplemented with short prestressing tendons placed onthe bottom of the section in the middle of the span and system of prestressing tendons layout consisted from straight cantilever tendons supplemented with continuous tendons. The analysis is mainly focused on development of inner forces caused by prestressing and comparison of the influence of prestressing tendons layout system on deflection reduction in the middle of the span.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů