This HTML5 document contains 50 embedded RDF statements represented using HTML+Microdata notation.

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

Namespace Prefixes

PrefixIRI
n10http://linked.opendata.cz/ontology/domain/vavai/riv/typAkce/
dctermshttp://purl.org/dc/terms/
n8http://purl.org/net/nknouf/ns/bibtex#
n15http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n11http://linked.opendata.cz/resource/domain/vavai/projekt/
n20http://linked.opendata.cz/resource/domain/vavai/subjekt/
n19http://linked.opendata.cz/ontology/domain/vavai/
n17http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F62304178%3A_____%2F12%3A%230000040%21RIV14-MPO-62304178/
n12https://schema.org/
shttp://schema.org/
skoshttp://www.w3.org/2004/02/skos/core#
n3http://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#
n13http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n7http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n18http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n14http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n21http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n16http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n4http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F62304178%3A_____%2F12%3A%230000040%21RIV14-MPO-62304178
rdf:type
skos:Concept n19:Vysledek
dcterms:description
This paper deals with probability assessment of masonry compressive strength as a basis for laboratory testing of post-tensioned masonry corner. The results of laboratory testing of bricks and mortar strength are introduced with its statistical characteristics and the result histogram of masonry compressive strength is ordained using Monte Carlo simulation and appropriate software. At VSB – TU Ostrava, Faculty of Civil Engineering, is under way the laboratory testing of different types of pre-stressed masonry corner. Assessment of masonry strength indicates the size of pre-stressing force. This paper is complemented with particular test results and possible ways of masonry FEM analysis. This paper deals with probability assessment of masonry compressive strength as a basis for laboratory testing of post-tensioned masonry corner. The results of laboratory testing of bricks and mortar strength are introduced with its statistical characteristics and the result histogram of masonry compressive strength is ordained using Monte Carlo simulation and appropriate software. At VSB – TU Ostrava, Faculty of Civil Engineering, is under way the laboratory testing of different types of pre-stressed masonry corner. Assessment of masonry strength indicates the size of pre-stressing force. This paper is complemented with particular test results and possible ways of masonry FEM analysis. This paper deals with probability assessment of masonry compressive strength as a basis for laboratory testing of post-tensioned masonry corner. The results of laboratory testing of bricks and mortar strength are introduced with its statistical characteristics and the result histogram of masonry compressive strength is ordained using Monte Carlo simulation and appropriate software. At VSB – TU Ostrava, Faculty of Civil Engineering, is under way the laboratory testing of different types of pre-stressed masonry corner. Assessment of masonry strength indicates the size of pre-stressing force. This paper is complemented with particular test results and possible ways of masonry FEM analysis.
dcterms:title
Probability assessment of compressive strength as a basis for post tensioned masonry testing Probability assessment of compressive strength as a basis for post tensioned masonry testing Probability assessment of compressive strength as a basis for post tensioned masonry testing
skos:prefLabel
Probability assessment of compressive strength as a basis for post tensioned masonry testing Probability assessment of compressive strength as a basis for post tensioned masonry testing Probability assessment of compressive strength as a basis for post tensioned masonry testing
skos:notation
RIV/62304178:_____/12:#0000040!RIV14-MPO-62304178
n19:predkladatel
n20:ico%3A62304178
n3:aktivita
n18:P
n3:aktivity
P(FR-TI2/746)
n3:dodaniDat
n4:2014
n3:domaciTvurceVysledku
n15:5750148 n15:9710795 n15:5178630 n15:4747798
n3:druhVysledku
n16:D
n3:duvernostUdaju
n7:S
n3:entitaPredkladatele
n17:predkladatel
n3:idSjednocenehoVysledku
162119
n3:idVysledku
RIV/62304178:_____/12:#0000040
n3:jazykVysledku
n14:cze
n3:klicovaSlova
FEM, Monte Carlo simulation, post tensioning, masonry
n3:klicoveSlovo
n13:masonry n13:Monte%20Carlo%20simulation n13:post%20tensioning n13:FEM
n3:kontrolniKodProRIV
[FC8AE86C811B]
n3:mistoKonaniAkce
Kos
n3:mistoVydani
Cambridge
n3:nazevZdroje
Recent researches in environmental and geological sciences: proceedings of the 7th WSEAS International Conference on Energy & Environment (EE '12) ... : Kos Island, Greece, July 14-17, 2012
n3:obor
n21:JN
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
4
n3:projekt
n11:FR-TI2%2F746
n3:rokUplatneniVysledku
n4:2012
n3:tvurceVysledku
Stará, M. Mynarzová, L. Matečková, P. Čajka, Radim
n3:typAkce
n10:WRD
n3:zahajeniAkce
2012-07-14+02:00
s:issn
2227-4359
s:numberOfPages
6
n8:hasPublisher
WSEAS Press
n12:isbn
978-1-61804-110-4