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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F08%3A01142895%21RIV09-MSM-21110___
rdf:type
n11:Vysledek skos:Concept
dcterms:description
The monitoring of deformations of the stone structure of Charles Bridge in Prague proved the gravity and relevance of nonstress effects (temperature, moisture content) on cyclic deformations and permanent strain accompanied by a gradual disintegration of its stone masonry, growing tilt of the breast walls, and development of cracks in the masonry of the stone bridge structure. Each deformation cycle is accompanied by a gradual growth in permanent deformations. The %22unmanifested%22 primary deformation due to, e.g., a temperature change causes a mechanical state of tension, and it is mainly the tensile stresses thus arising that contribute to the development of tensile cracks in the stone masonry. Monitorování deformací kamené konstrukce Karlova mostu v Praze prokázalo závažnost nesilových účinků (teplota, vlhkost) na cyklických deformacích a napjatosti spojené s postupnou degradací kameného zdiva, nárůstem odklonu poprsních zdí a s rozvojem trhlin ve zdivu kamené mostní konstrukce. The monitoring of deformations of the stone structure of Charles Bridge in Prague proved the gravity and relevance of nonstress effects (temperature, moisture content) on cyclic deformations and permanent strain accompanied by a gradual disintegration of its stone masonry, growing tilt of the breast walls, and development of cracks in the masonry of the stone bridge structure. Each deformation cycle is accompanied by a gradual growth in permanent deformations. The %22unmanifested%22 primary deformation due to, e.g., a temperature change causes a mechanical state of tension, and it is mainly the tensile stresses thus arising that contribute to the development of tensile cracks in the stone masonry.
dcterms:title
Odolnost historické kamené konstrukce Karlova mostu 2: Citlivost na nesilové účinky Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. I: Susceptibility to Nonstress Effects Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. I: Susceptibility to Nonstress Effects
skos:prefLabel
Odolnost historické kamené konstrukce Karlova mostu 2: Citlivost na nesilové účinky Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. I: Susceptibility to Nonstress Effects Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. I: Susceptibility to Nonstress Effects
skos:notation
RIV/68407700:21110/08:01142895!RIV09-MSM-21110___
n3:aktivita
n15:Z
n3:aktivity
Z(MSM6840770001)
n3:cisloPeriodika
2
n3:dodaniDat
n14:2009
n3:domaciTvurceVysledku
n6:1926357 n6:3727653 n6:8159602
n3:druhVysledku
n10:J
n3:duvernostUdaju
n16:S
n3:entitaPredkladatele
n12:predkladatel
n3:idSjednocenehoVysledku
367590
n3:idVysledku
RIV/68407700:21110/08:01142895
n3:jazykVysledku
n8:eng
n3:klicovaSlova
concrete slab; cyclic effects; damage; disintegration; interaction; moisture; non-stress effects; permanent deformations; stone vault bridge structure; temperature
n3:klicoveSlovo
n4:damage n4:permanent%20deformations n4:interaction n4:disintegration n4:cyclic%20effects n4:concrete%20slab n4:stone%20vault%20bridge%20structure n4:non-stress%20effects n4:moisture n4:temperature
n3:kodStatuVydavatele
US - Spojené státy americké
n3:kontrolniKodProRIV
[11B825465E39]
n3:nazevZdroje
Journal of Performance of Constructed Facilities
n3:obor
n7:JN
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:rokUplatneniVysledku
n14:2008
n3:svazekPeriodika
22
n3:tvurceVysledku
Čejka, Tomáš Zigler, Radek Witzany, Jiří
n3:wos
000254426800003
n3:zamer
n9:MSM6840770001
s:issn
0887-3828
s:numberOfPages
12
n18:organizacniJednotka
21110