Nonlinear Analysis of Extradosed Structures Prestressed only by Unbonded Tendons
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00206128" target="_blank" >RIV/68407700:21110/13:00206128 - 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
Nonlinear Analysis of Extradosed Structures Prestressed only by Unbonded Tendons
Original language description
Extradosed structures use such an arrangement of prestressing reinforcement, that its efficiency is increased thanks to its increased eccentricity. The paper is focused on nonlinear analysis of extradosed double-beam three-span bridge structure prestressed only by unbonded tendons.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GA103%2F09%2F2059" target="_blank" >GA103/09/2059: Progressive Bridge Structures - Theoretical Analysis, Experimental Verification and Monitoring of Existing Structures</a><br>
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