Design of Three-Dimensional Nailing Plates
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00208799" target="_blank" >RIV/68407700:21110/13:00208799 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Design of Three-Dimensional Nailing Plates
Popis výsledku v původním jazyce
The timber connections using thin-walled metal elements gradually supplant traditional carpentry joints. Their main advantage is that they do not weaken the connected timber elements. Other advantages include the possibility of in-situ implementing and possibility of direct connection of timber elements to steel and concrete structures. The main disadvantage of designing timber connections using thin-walled metal elements is an insufficient support in European Standards. Because of it, it is not possible to design these elements competitively. The aim of this work is to design and investigate metal works used in timber engineering with connectors placed closer to each other than according to the raster from Eurocode 5. This design is based on Annex D of Eurocode 0, which allows designing based on experiments.
Název v anglickém jazyce
Design of Three-Dimensional Nailing Plates
Popis výsledku anglicky
The timber connections using thin-walled metal elements gradually supplant traditional carpentry joints. Their main advantage is that they do not weaken the connected timber elements. Other advantages include the possibility of in-situ implementing and possibility of direct connection of timber elements to steel and concrete structures. The main disadvantage of designing timber connections using thin-walled metal elements is an insufficient support in European Standards. Because of it, it is not possible to design these elements competitively. The aim of this work is to design and investigate metal works used in timber engineering with connectors placed closer to each other than according to the raster from Eurocode 5. This design is based on Annex D of Eurocode 0, which allows designing based on experiments.
Klasifikace
Druh
O - Ostatní výsledky
CEP obor
JM - Inženýrské stavitelství
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2013
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů