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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F13%3A00212807%21RIV15-GA0-21110___
rdf:type
n5:Vysledek skos:Concept
dcterms:description
An effort to use renewable materials leads to broader utilization of timber structures also for multi-storey buildings. However, wider application of timber floor structures in multi-storey buildings is limited by lower lateral rigidity, worse acoustic and fire safety parameters in comparison to concrete floor structures. The composite floor structures based on high performance silicates and wood represent the beneficial alternative to the modern timber floor structures. Proposed timber-concrete composite floor structure benefits from lower weight of slender HPC or UHPC deck (compared to common RC slab) while improving acoustic parameters and fire safety of the structure (compared to timber floor structure). Experimental verification proved that effective mechanical connection can be ensured by gluing. An effort to use renewable materials leads to broader utilization of timber structures also for multi-storey buildings. However, wider application of timber floor structures in multi-storey buildings is limited by lower lateral rigidity, worse acoustic and fire safety parameters in comparison to concrete floor structures. The composite floor structures based on high performance silicates and wood represent the beneficial alternative to the modern timber floor structures. Proposed timber-concrete composite floor structure benefits from lower weight of slender HPC or UHPC deck (compared to common RC slab) while improving acoustic parameters and fire safety of the structure (compared to timber floor structure). Experimental verification proved that effective mechanical connection can be ensured by gluing.
dcterms:title
Precast timber-concrete composite floor structures for sustainable buildings – experimental verification Precast timber-concrete composite floor structures for sustainable buildings – experimental verification
skos:prefLabel
Precast timber-concrete composite floor structures for sustainable buildings – experimental verification Precast timber-concrete composite floor structures for sustainable buildings – experimental verification
skos:notation
RIV/68407700:21110/13:00212807!RIV15-GA0-21110___
n3:aktivita
n16:P
n3:aktivity
P(GAP104/10/2153)
n3:dodaniDat
n4:2015
n3:domaciTvurceVysledku
n10:9607919
n3:druhVysledku
n20:D
n3:duvernostUdaju
n12:S
n3:entitaPredkladatele
n9:predkladatel
n3:idSjednocenehoVysledku
98469
n3:idVysledku
RIV/68407700:21110/13:00212807
n3:jazykVysledku
n17:eng
n3:klicovaSlova
timber-concrete; high performance concrete; floor structures; experimental verification; glued connection
n3:klicoveSlovo
n8:high%20performance%20concrete n8:timber-concrete n8:experimental%20verification n8:floor%20structures n8:glued%20connection
n3:kontrolniKodProRIV
[76B64FEDE436]
n3:mistoKonaniAkce
Praha
n3:mistoVydani
Praha
n3:nazevZdroje
CESB 13 - Central Europe towards Sustainable Building 2013
n3:obor
n18:JN
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
3
n3:projekt
n13:GAP104%2F10%2F2153
n3:rokUplatneniVysledku
n4:2013
n3:tvurceVysledku
Novotná, Magdaléna Hájek, Petr Fiala, Ctislav
n3:typAkce
n14:EUR
n3:zahajeniAkce
2013-06-26+02:00
s:numberOfPages
4
n11:hasPublisher
GRADA PUBLISHING
n21:isbn
978-80-247-5018-7
n6:organizacniJednotka
21110