Stractural Analysis of Vault Stabilized Using Prestress

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00312907" target="_blank" >RIV/68407700:21110/17:00312907 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
čeština
Original language name
Statická analýza kleneb stabilizovaných předepnutím
Original language description
The paper is focused on the reinforcement of masonry vaulted structures applying prestress. Prestressing in longitudinal direction represents one of the suitable ways how to eliminate the causes of vault defects. The paper acquaints with one of the possible types of prestressing tendon arrangement with reference to specific features like technology equipment and changes in prestress. The main part of article is dedicated to the structural analysis of segment vaults with a focus on the effect of prestressing. Optimization of chosen parts of the structure is presented in this paper.
Czech name
Statická analýza kleneb stabilizovaných předepnutím
Czech description
The paper is focused on the reinforcement of masonry vaulted structures applying prestress. Prestressing in longitudinal direction represents one of the suitable ways how to eliminate the causes of vault defects. The paper acquaints with one of the possible types of prestressing tendon arrangement with reference to specific features like technology equipment and changes in prestress. The main part of article is dedicated to the structural analysis of segment vaults with a focus on the effect of prestressing. Optimization of chosen parts of the structure is presented in this paper.

Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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