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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. (en)
Title
  • Finite Element Analysis of Building Collapse during Demolition
  • Finite Element Analysis of Building Collapse during Demolition (en)
skos:prefLabel
  • Finite Element Analysis of Building Collapse during Demolition
  • Finite Element Analysis of Building Collapse during Demolition (en)
skos:notation
  • RIV/68407700:21110/03:01095386!RIV/2004/MSM/211104/N
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/02/0658), Z(MSM 210000003)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 607339
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/03:01095386
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • deconstruction; multiscale approach; precast concrete structures; structural collapse (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...i/riv/kodPristupu
http://linked.open...ontrolniKodProRIV
  • [40EBAD9F5A01]
http://linked.open...i/riv/mistoVydani
  • Weimar
http://linked.open...telVyzkumneZpravy
  • Not available
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Pokorný, Tomáš
  • Kabele, Petr
  • Koska, Robert
http://linked.open...n/vavai/riv/zamer
http://localhost/t...ganizacniJednotka
  • 21110
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