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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F06%3A00123487%21RIV11-MSM-21110___
rdf:type
skos:Concept n16:Vysledek
dcterms:description
This contribution describes the response of the Charles Bridge in Prague to twenty load cases and their combinations. 3D non-linear material model is used for the description of quasi-brittle behavior of stone masonry. This contribution describes the response of the Charles Bridge in Prague to twenty load cases and their combinations. 3D non-linear material model is used for the description of quasi-brittle behavior of stone masonry.
dcterms:title
Interaction between a Stone Bridge Structure and Subsoil Interaction between a Stone Bridge Structure and Subsoil
skos:prefLabel
Interaction between a Stone Bridge Structure and Subsoil Interaction between a Stone Bridge Structure and Subsoil
skos:notation
RIV/68407700:21110/06:00123487!RIV11-MSM-21110___
n4:aktivita
n5:P
n4:aktivity
P(1M0579)
n4:dodaniDat
n6:2011
n4:domaciTvurceVysledku
n9:4795180 n9:5843979 n9:1374249
n4:druhVysledku
n19:C
n4:duvernostUdaju
n12:S
n4:entitaPredkladatele
n15:predkladatel
n4:idSjednocenehoVysledku
479986
n4:idVysledku
RIV/68407700:21110/06:00123487
n4:jazykVysledku
n18:eng
n4:klicovaSlova
3D non-linear material model; Charles Bridge in Prague; quasi-brittle behavior
n4:klicoveSlovo
n7:quasi-brittle%20behavior n7:Charles%20Bridge%20in%20Prague n7:3D%20non-linear%20material%20model
n4:kontrolniKodProRIV
[39DA0E56021B]
n4:mistoVydani
Praha
n4:nazevZdroje
Technical Sheets 2005, Volume 2: Technical Sheets of Results
n4:obor
n17:JN
n4:pocetDomacichTvurcuVysledku
3
n4:pocetStranKnihy
170
n4:pocetTvurcuVysledku
3
n4:projekt
n13:1M0579
n4:rokUplatneniVysledku
n6:2006
n4:tvurceVysledku
Novák, Jan Šejnoha, Jiří Novotná, Eva
s:numberOfPages
2
n10:hasPublisher
CIDEAS-Centrum integrovaného navrhování progresivních stavebních konstrukcí
n20:isbn
80-01-03631-6
n8:organizacniJednotka
21110