The effect of key stiffness on forces in a scarf joint

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00221574" target="_blank" >RIV/68407700:21110/14:00221574 - isvavai.cz</a>

Result on the web

<a href="http://dx.doi.org/10.4203/ccp.105.40" target="_blank" >http://dx.doi.org/10.4203/ccp.105.40</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4203/ccp.105.40" target="_blank" >10.4203/ccp.105.40</a>

Result language

angličtina

Original language name

The effect of key stiffness on forces in a scarf joint

Original language description

Traditional joints used in the restoration of historic timber structures are not designed according to standards. The most widespread joint is a vertical splice skew joint with one or two keys. Unfortunately, the forces mutually acting on its separate parts are not known. It is only their limits that may be derived with some precision, but even this is very valuable for practice. Accurate values may be obtained from measurements or experiments.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

<a href="/en/project/DF12P01OVV004" target="_blank" >DF12P01OVV004: Design and Assessment of Timber Joints of Historical Structures</a><br>

Continuities

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

Publication year

2014

Confidentiality

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

Article name in the collection

Proceedings of the Ninth International Conference on Engineering Computational Technology

ISBN

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ISSN

1759-3433

e-ISSN

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Number of pages

16

Pages from-to

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Publisher name

Civil-Comp Press Ltd

Place of publication

Stirling

Event location

Neapol

Event date

Sep 2, 2014

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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