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Description
  • The present work concerns with the possibility of numerical simulations of the effects of single person and continuous crowd movement over the bridge sructure and assessment of the structure response. For solving program ANSYS version 11.0 was used. The series of load cases with periodic moving force - geometrically linear and nonlinear transient state was solved. By these calculations it is possible to model variety of load cases, to observe structure response during the action, to evaluate areas where extreme occur and time their remains. It is also possible to determine acceleration, what is the person moving inside crowd exposed during the passage over the deck.
  • The present work concerns with the possibility of numerical simulations of the effects of single person and continuous crowd movement over the bridge sructure and assessment of the structure response. For solving program ANSYS version 11.0 was used. The series of load cases with periodic moving force - geometrically linear and nonlinear transient state was solved. By these calculations it is possible to model variety of load cases, to observe structure response during the action, to evaluate areas where extreme occur and time their remains. It is also possible to determine acceleration, what is the person moving inside crowd exposed during the passage over the deck. (en)
  • The present work concerns with the possibility of numerical simulations of the effects of single person and continuous crowd movement over the bridge sructure and assessment of the structure response. For solving program ANSYS version 11.0 was used. The series of load cases with periodic moving force - geometrically linear and nonlinear transient state was solved. By these calculations it is possible to model variety of load cases, to observe structure response during the action, to evaluate areas where extreme occur and time their remains. It is also possible to determine acceleration, what is the person moving inside crowd exposed during the passage over the deck. (cs)
Title
  • Časová analýza odezvy mostní konstrukce na zatížení dopravním proudem
  • Časová analýza odezvy mostní konstrukce na zatížení dopravním proudem (en)
  • Časová analýza odezvy mostní konstrukce na zatížení dopravním proudem (cs)
skos:prefLabel
  • Časová analýza odezvy mostní konstrukce na zatížení dopravním proudem
  • Časová analýza odezvy mostní konstrukce na zatížení dopravním proudem (en)
  • Časová analýza odezvy mostní konstrukce na zatížení dopravním proudem (cs)
skos:notation
  • RIV/00216305:26110/09:PU85674!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GA103/09/1258)
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
  • 305955
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/09:PU85674
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Mostní konstrukce, zatížení, dopravní proud, pohyb osoby, ANSYS (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [2DDF6E5BF331]
http://linked.open...v/mistoKonaniAkce
  • Ostrava
http://linked.open...i/riv/mistoVydani
  • Ostrava, Česká republika
http://linked.open...i/riv/nazevZdroje
  • IDEAS 09
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
  • Hradil, Petr
  • Kala, Jiří
  • Salajka, Vlastislav
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 978-80-248-2091-0
http://localhost/t...ganizacniJednotka
  • 26110
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