Lapped scarf joints for reconstruction of historical structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F16%3A00460496" target="_blank" >RIV/68378297:_____/16:00460496 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.itam.cas.cz/spoje/wp-content/uploads/2014/12/Lapped-Scarf-Joints-for-Reconstruction-of-Historical-Structures.pdf" target="_blank" >http://www.itam.cas.cz/spoje/wp-content/uploads/2014/12/Lapped-Scarf-Joints-for-Reconstruction-of-Historical-Structures.pdf</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Lapped scarf joints for reconstruction of historical structures

Popis výsledku v původním jazyce

This paper presents a description of the repair of timber structures using a prosthesis scarfnjoint designed for the replacement of damaged parts of beams. This new scarf joint makes usenof the strutting effect of inclined contact faces where the forces are transmitted throughnwooden coupling elements - wooden dowels or keys. The scarf can be modified in fournvariants according to the relevant stress and is suitable for historically valuable timbernstructures. It meets both functional and aesthetic requirements. The designer - structuralnengineer will learn in the methods the load bearing capacity or stiffness of the beam with thendesigned joint, its recommended dimensions and detailed geometry. The contractor willnappreciate the description of the execution and maintenance of the joint.

Název v anglickém jazyce

Lapped scarf joints for reconstruction of historical structures

Popis výsledku anglicky

This paper presents a description of the repair of timber structures using a prosthesis scarfnjoint designed for the replacement of damaged parts of beams. This new scarf joint makes usenof the strutting effect of inclined contact faces where the forces are transmitted throughnwooden coupling elements - wooden dowels or keys. The scarf can be modified in fournvariants according to the relevant stress and is suitable for historically valuable timbernstructures. It meets both functional and aesthetic requirements. The designer - structuralnengineer will learn in the methods the load bearing capacity or stiffness of the beam with thendesigned joint, its recommended dimensions and detailed geometry. The contractor willnappreciate the description of the execution and maintenance of the joint.

Druh

B - Odborná kniha

CEP obor

AL - Umění, architektura, kulturní dědictví

OECD FORD obor

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Projekt

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Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2016

Kód důvěrnosti údajů

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

ISBN

978-80-86246-70-3

Počet stran knihy

72

Název nakladatele

Institute of Theoretical and Applied Mechanics AS CR, v. v. i.

Místo vydání

Praha

Kód UT WoS knihy

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