Application of the component method to traditional dovetail joints of timber trusses

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00217853" target="_blank" >RIV/68407700:21110/14:00217853 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Application of the component method to traditional dovetail joints of timber trusses

Popis výsledku v původním jazyce

Timber structures, especially trusses, represent one of the most important ancient engineering structures. But during the lifetime cycle, wood and all members of truss degrade and they need to be repaired. Collar beam truss is one of the most common types of historical trusses in Czech Republic. The most representative joint of this type of timber system is the dovetail joint. It is important to assess the joint behaviour, both in terms of strength and stiffness, not only for the design of new trusses,but specially, for the intervention on existing structures. Unfortunately, during the ages those joints have been constructed by routine and no recommendation for their design exists. The behaviour of this carpentry joint can be analysed through the component method based on the use of springs simulating the strength and stiffness of each component. In this paper the application of this method to dovetail joints is presented and discussed. For that, the behaviour of the dovetail joints h

Název v anglickém jazyce

Application of the component method to traditional dovetail joints of timber trusses

Popis výsledku anglicky

Timber structures, especially trusses, represent one of the most important ancient engineering structures. But during the lifetime cycle, wood and all members of truss degrade and they need to be repaired. Collar beam truss is one of the most common types of historical trusses in Czech Republic. The most representative joint of this type of timber system is the dovetail joint. It is important to assess the joint behaviour, both in terms of strength and stiffness, not only for the design of new trusses,but specially, for the intervention on existing structures. Unfortunately, during the ages those joints have been constructed by routine and no recommendation for their design exists. The behaviour of this carpentry joint can be analysed through the component method based on the use of springs simulating the strength and stiffness of each component. In this paper the application of this method to dovetail joints is presented and discussed. For that, the behaviour of the dovetail joints h

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/DF12P01OVV004" target="_blank" >DF12P01OVV004: Návrh a posuzování dřevěných tesařských spojů historických konstrukcí</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2014

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Materiais de Construç?o Sustentáveis

ISBN

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ISSN

2183-1866

e-ISSN

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Počet stran výsledku

10

Strana od-do

187-196

Název nakladatele

Universidade do Minho

Místo vydání

Braga

Místo konání akce

Guimar?es

Datum konání akce

5. 3. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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