Carrying Capacity of Semi-Rigid Joint of Timber-Concrete Beams
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86095321" target="_blank" >RIV/61989100:27120/15:86095321 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Carrying Capacity of Semi-Rigid Joint of Timber-Concrete Beams
Original language description
The aim of this article is a presentation of the results of laboratory tests and numerical and analytical modeling of timber-concrete composite beams with semi-rigid joints made of steel plates and convex nails. Due to good quality of used materials, composite timber-concrete constructions are considered a suitable solution for new buildings and reconstructions of ceiling constructions of residential and civil buildings. There are numerous ways to create a connection (joint) between timber beam and concrete slab. The methods of coupling are more and more sophisticated which carries considerable demands on control of implementation and technological practice.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Others
Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
AER-Advances in Engineering Research. Volume 10
ISBN
978-94-6252-057-8
ISSN
2352-5401
e-ISSN
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Number of pages
5
Pages from-to
301-305
Publisher name
Atlantis Press
Place of publication
Paris
Event location
Guilin
Event date
Mar 28, 2015
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000359383600072