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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F03%3A01095386%21RIV%2F2004%2FMSM%2F211104%2FN
rdf:type
n15:Vysledek skos:Concept
dcterms:description
A computational strategy that employs a multi-level approach to model the physical phenomena that occur during a structural collapse is used to simulate demolition of a multi-story precast concrete building. The building is modeled by means of beam elements, whose rigidity relations have been derived from a fracture mechanics-based model of cracked RC panels and joints. The motion and deformation of the collapsing building are solved as a transient dynamic problem in the finite displacements/ rotations range. The presented approach appears as an efficient way to verify whether a proposed demolition method leads to the desired mechanism of building collapse. By simulating various blasting scenarios, the most suitable demolition procedure is identified. A computational strategy that employs a multi-level approach to model the physical phenomena that occur during a structural collapse is used to simulate demolition of a multi-story precast concrete building. The building is modeled by means of beam elements, whose rigidity relations have been derived from a fracture mechanics-based model of cracked RC panels and joints. The motion and deformation of the collapsing building are solved as a transient dynamic problem in the finite displacements/ rotations range. The presented approach appears as an efficient way to verify whether a proposed demolition method leads to the desired mechanism of building collapse. By simulating various blasting scenarios, the most suitable demolition procedure is identified.
dcterms:title
Finite Element Analysis of Building Collapse during Demolition Finite Element Analysis of Building Collapse during Demolition
skos:prefLabel
Finite Element Analysis of Building Collapse during Demolition Finite Element Analysis of Building Collapse during Demolition
skos:notation
RIV/68407700:21110/03:01095386!RIV/2004/MSM/211104/N
n3:aktivita
n6:Z n6:P
n3:aktivity
P(GA103/02/0658), Z(MSM 210000003)
n3:dodaniDat
n13:2004
n3:domaciTvurceVysledku
n9:4100522 n9:1395211 n9:6432271
n3:druhVysledku
n18:A
n3:duvernostUdaju
n8:S
n3:entitaPredkladatele
n7:predkladatel
n3:idSjednocenehoVysledku
607339
n3:idVysledku
RIV/68407700:21110/03:01095386
n3:jazykVysledku
n19:eng
n3:klicovaSlova
deconstruction; multiscale approach; precast concrete structures; structural collapse
n3:klicoveSlovo
n4:deconstruction n4:multiscale%20approach n4:precast%20concrete%20structures n4:structural%20collapse
n3:kodPristupu
n12:L
n3:kontrolniKodProRIV
[40EBAD9F5A01]
n3:mistoVydani
Weimar
n3:objednatelVyzkumneZpravy
Not available
n3:obor
n16:JM
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n5:GA103%2F02%2F0658
n3:rokUplatneniVysledku
n13:2003
n3:tvurceVysledku
Kabele, Petr Koska, Robert Pokorný, Tomáš
n3:zamer
n11:MSM%20210000003
n14:organizacniJednotka
21110