Joints between precast segments of slender bridge structures
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU146042" target="_blank" >RIV/00216305:26110/22:PU146042 - isvavai.cz</a>
Výsledek na webu
<a href="https://ccc2022zakopane.pl/downloads/CCC2022_Proceedings.pdf" target="_blank" >https://ccc2022zakopane.pl/downloads/CCC2022_Proceedings.pdf</a>
DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Joints between precast segments of slender bridge structures
Popis výsledku v původním jazyce
The article deals with joints between precast segments of slender bridge structures. These structures are frequently constructed by precast segments because of the possibility of their construction independently from the existing terrain. The joints being the source of discontinuities of these structures, attention must be paid to their detailed analysis. The service life of the joints can be critical in terms of the service life of the whole structure. Therefore, an experiment was designed to investigate the behaviour of the joints in the service life of the structure. The experiment provided important insights applicable to the numerical modelling of structures such as stress ribbon structures or suspension structures consisting of precast segments.
Název v anglickém jazyce
Joints between precast segments of slender bridge structures
Popis výsledku anglicky
The article deals with joints between precast segments of slender bridge structures. These structures are frequently constructed by precast segments because of the possibility of their construction independently from the existing terrain. The joints being the source of discontinuities of these structures, attention must be paid to their detailed analysis. The service life of the joints can be critical in terms of the service life of the whole structure. Therefore, an experiment was designed to investigate the behaviour of the joints in the service life of the structure. The experiment provided important insights applicable to the numerical modelling of structures such as stress ribbon structures or suspension structures consisting of precast segments.
Klasifikace
Druh
O - Ostatní výsledky
CEP obor
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OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
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Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2022
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů