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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F07%3A00141803%21RIV12-MSM-21110___
rdf:type
skos:Concept n18:Vysledek
dcterms:description
The paper sums up the results of experimental and theoretical research of prefabricated systems [1] and their joints, the response of these prefabricated structures to extreme effects of emergency situations caused by an explosion resulting in a local structural failure. Further on, it presents the results of experimental research monitoring the response of a model of a prefabricated planar structure of a multi-storey building to cyclic load, mainly in terms of its impaired rigidity and a growth in deformations due to the effect of vertical, horizontal and cycling loading simulating engineering seismicity. The paper sums up the results of experimental and theoretical research of prefabricated systems [1] and their joints, the response of these prefabricated structures to extreme effects of emergency situations caused by an explosion resulting in a local structural failure. Further on, it presents the results of experimental research monitoring the response of a model of a prefabricated planar structure of a multi-storey building to cyclic load, mainly in terms of its impaired rigidity and a growth in deformations due to the effect of vertical, horizontal and cycling loading simulating engineering seismicity.
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/68407700:21110/07:00141803!RIV12-MSM-21110___
n3:aktivita
n9:Z
n3:aktivity
Z(MSM6840770001)
n3:dodaniDat
n14:2012
n3:domaciTvurceVysledku
n5:1926357 n5:3727653 n5:8159602
n3:druhVysledku
n19:D
n3:duvernostUdaju
n11:S
n3:entitaPredkladatele
n12:predkladatel
n3:idSjednocenehoVysledku
421177
n3:idVysledku
RIV/68407700:21110/07:00141803
n3:jazykVysledku
n21:eng
n3:klicovaSlova
collapse; cyclic loading; disintegrated by cracks; extreme loading; failure mechanism; initial rigidity; structure's response
n3:klicoveSlovo
n10:extreme%20loading n10:disintegrated%20by%20cracks n10:initial%20rigidity n10:collapse n10:structure%27s%20response n10:failure%20mechanism n10:cyclic%20loading
n3:kontrolniKodProRIV
[268A5D83432D]
n3:mistoKonaniAkce
Mumbai
n3:mistoVydani
Mumbai
n3:nazevZdroje
International Conference On Forensic Engineering: Failure Diagnosis And Problem Solving
n3:obor
n17:JN
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:rokUplatneniVysledku
n14:2007
n3:tvurceVysledku
Zigler, Radek Witzany, Jiří Čejka, Tomáš
n3:typAkce
n4:WRD
n3:zahajeniAkce
2007-12-06+01:00
n3:zamer
n8:MSM6840770001
s:numberOfPages
10
n6:hasPublisher
India Chapter of American Concrete Institute
n15:isbn
978-3-540-74608-9
n16:organizacniJednotka
21110