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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F08%3A00203555%21RIV13-MSM-21110___
rdf:type
n12:Vysledek skos:Concept
dcterms:description
The subject of experimental research was the monitoring of the response of a model of a prefabricated planar structure of a multi-storey building to cyclic load, mainly in terms of impaired rigidity and a growth in deformations due to the effect of vertical and horizontal loading. The model in a 1:3 scale is composed of two bays with a longitudinal reinforcing wall located in one of the bays. The model of a prefabricated structure was gradually exposed to five loading states including cyclic and successively monotonously growing loads. The experimental model served for the measurement of relative displacements in selected joints, angular changes of horizontal joints and normal stresses in wall units. The subject of experimental research was the monitoring of the response of a model of a prefabricated planar structure of a multi-storey building to cyclic load, mainly in terms of impaired rigidity and a growth in deformations due to the effect of vertical and horizontal loading. The model in a 1:3 scale is composed of two bays with a longitudinal reinforcing wall located in one of the bays. The model of a prefabricated structure was gradually exposed to five loading states including cyclic and successively monotonously growing loads. The experimental model served for the measurement of relative displacements in selected joints, angular changes of horizontal joints and normal stresses in wall units.
dcterms:title
Experimental research of the response of a prefabricated planar structure of a multi-storey building to cyclic load Experimental research of the response of a prefabricated planar structure of a multi-storey building to cyclic load
skos:prefLabel
Experimental research of the response of a prefabricated planar structure of a multi-storey building to cyclic load Experimental research of the response of a prefabricated planar structure of a multi-storey building to cyclic load
skos:notation
RIV/68407700:21110/08:00203555!RIV13-MSM-21110___
n3:aktivita
n20:Z
n3:aktivity
Z(MSM6840770001)
n3:dodaniDat
n7:2013
n3:domaciTvurceVysledku
n6:3727653 n6:1926357 n6:8159602
n3:druhVysledku
n11:D
n3:duvernostUdaju
n18:S
n3:entitaPredkladatele
n19:predkladatel
n3:idSjednocenehoVysledku
367220
n3:idVysledku
RIV/68407700:21110/08:00203555
n3:jazykVysledku
n14:eng
n3:klicovaSlova
deformation mechanism; cyclic loading; residual joint rigidity; structure's response; initial rigidity; own frequency; cyclic loading frequency
n3:klicoveSlovo
n4:initial%20rigidity n4:cyclic%20loading%20frequency n4:cyclic%20loading n4:structure%27s%20response n4:deformation%20mechanism n4:residual%20joint%20rigidity n4:own%20frequency
n3:kontrolniKodProRIV
[22BED1787009]
n3:mistoKonaniAkce
Vilnius
n3:mistoVydani
Vilnius
n3:nazevZdroje
Modern Building Materials, Structures and Techniques
n3:obor
n15:JN
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:rokUplatneniVysledku
n7:2008
n3:tvurceVysledku
Witzany, Jiří Čejka, Tomáš Zigler, Radek
n3:typAkce
n16:WRD
n3:wos
000253879000138
n3:zahajeniAkce
2007-05-16+02:00
n3:zamer
n13:MSM6840770001
s:numberOfPages
6
n21:hasPublisher
Vilnius Gediminas Technical University
n17:isbn
978-9955-28-201-3
n9:organizacniJednotka
21110