This HTML5 document contains 51 embedded RDF statements represented using HTML+Microdata notation.

The embedded RDF content will be recognized by any processor of HTML5 Microdata.

Namespace Prefixes

PrefixIRI
n20http://linked.opendata.cz/ontology/domain/vavai/riv/typAkce/
dctermshttp://purl.org/dc/terms/
n11http://purl.org/net/nknouf/ns/bibtex#
n13http://linked.opendata.cz/resource/domain/vavai/projekt/
n5http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n16http://linked.opendata.cz/resource/domain/vavai/subjekt/
n15http://linked.opendata.cz/ontology/domain/vavai/
n19https://schema.org/
n18http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F62304178%3A_____%2F12%3A%230000044%21RIV14-MPO-62304178/
shttp://schema.org/
skoshttp://www.w3.org/2004/02/skos/core#
n4http://linked.opendata.cz/ontology/domain/vavai/riv/
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n8http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n12http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n17http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n10http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n21http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n7http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n14http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F62304178%3A_____%2F12%3A%230000044%21RIV14-MPO-62304178
rdf:type
skos:Concept n15:Vysledek
dcterms:description
Using the rheological sliding joint is an effective method to decrease the friction between the foundation structure and subsoil where the horizontal deformation of subsoil or foundation structure is expected. Bitumen asphalt belt, a widely available and reasonably priced material given its rheological properties, has been proven as an effective material for sliding joints. Original experiments of the shear resistance of bitumen slide joint dates from the 1980’s. At VSB – Technical University of Ostrava unique equipment was designed for shear resistance measuring. Renewed experiments for different types of bitumen belts passed in 2008. This year the experiments continue with measuring the shear resistance of slide joint as a function of temperature in a temperature controlled room. In the paper the first experimental results of temperature dependant shear resistance are presented. Test results are used for analysis of the stress/strain relation between foundation structure and subsoil. Using the rheological sliding joint is an effective method to decrease the friction between the foundation structure and subsoil where the horizontal deformation of subsoil or foundation structure is expected. Bitumen asphalt belt, a widely available and reasonably priced material given its rheological properties, has been proven as an effective material for sliding joints. Original experiments of the shear resistance of bitumen slide joint dates from the 1980’s. At VSB – Technical University of Ostrava unique equipment was designed for shear resistance measuring. Renewed experiments for different types of bitumen belts passed in 2008. This year the experiments continue with measuring the shear resistance of slide joint as a function of temperature in a temperature controlled room. In the paper the first experimental results of temperature dependant shear resistance are presented. Test results are used for analysis of the stress/strain relation between foundation structure and subsoil. Using the rheological sliding joint is an effective method to decrease the friction between the foundation structure and subsoil where the horizontal deformation of subsoil or foundation structure is expected. Bitumen asphalt belt, a widely available and reasonably priced material given its rheological properties, has been proven as an effective material for sliding joints. Original experiments of the shear resistance of bitumen slide joint dates from the 1980’s. At VSB – Technical University of Ostrava unique equipment was designed for shear resistance measuring. Renewed experiments for different types of bitumen belts passed in 2008. This year the experiments continue with measuring the shear resistance of slide joint as a function of temperature in a temperature controlled room. In the paper the first experimental results of temperature dependant shear resistance are presented. Test results are used for analysis of the stress/strain relation between foundation structure and subsoil.
dcterms:title
Time and temperature dependant behaviour of bituminous slide joints Time and temperature dependant behaviour of bituminous slide joints Time and temperature dependant behaviour of bituminous slide joints
skos:prefLabel
Time and temperature dependant behaviour of bituminous slide joints Time and temperature dependant behaviour of bituminous slide joints Time and temperature dependant behaviour of bituminous slide joints
skos:notation
RIV/62304178:_____/12:#0000044!RIV14-MPO-62304178
n15:predkladatel
n16:ico%3A62304178
n4:aktivita
n10:P
n4:aktivity
P(FR-TI2/746)
n4:dodaniDat
n14:2014
n4:domaciTvurceVysledku
n5:9710795 n5:7100353 n5:5750148 n5:4747798 n5:6128491
n4:druhVysledku
n21:D
n4:duvernostUdaju
n12:S
n4:entitaPredkladatele
n18:predkladatel
n4:idSjednocenehoVysledku
174453
n4:idVysledku
RIV/62304178:_____/12:#0000044
n4:jazykVysledku
n17:cze
n4:klicovaSlova
undermined area, soil-structure interaction, sliding joint, foundations
n4:klicoveSlovo
n8:sliding%20joint n8:foundations n8:undermined%20area n8:soil-structure%20interaction
n4:kontrolniKodProRIV
[EF201D6BA3AC]
n4:mistoKonaniAkce
Sharm El Sheikh
n4:mistoVydani
Zürich
n4:nazevZdroje
IABSE Conference, Sharm El Sheikh 2012 : Global Thinking in Structural Engineering : Recent Achievements : report
n4:obor
n7:JN
n4:pocetDomacichTvurcuVysledku
5
n4:pocetTvurcuVysledku
5
n4:projekt
n13:FR-TI2%2F746
n4:rokUplatneniVysledku
n14:2012
n4:tvurceVysledku
Burkovič, K. Stará, M. Matečková, P. Čajka, Radim Janulíková, M.
n4:typAkce
n20:WRD
n4:zahajeniAkce
2012-05-07+02:00
s:numberOfPages
5
n11:hasPublisher
International Association for Bridge and Structural Engineering
n19:isbn
978-3-85748-125-3