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Description
  • In this contribution, a numerical study of a two-span segment of Charles Bridge in Prague is presented. The analysis itself is executed in a fully staggered manner, both in terms of material modeling as well as the assessment of external actions on the structure. The results of the model are validated in terms of typical displacements of parapet walls and crack distribution and opening due to a combined effect of temperature change, dead load and water pressure. In overall, the analysis has provided a valuable estimate of the load-bearing capacity of the structure providing the basis for the optimal planning of remedial measures.
  • In this contribution, a numerical study of a two-span segment of Charles Bridge in Prague is presented. The analysis itself is executed in a fully staggered manner, both in terms of material modeling as well as the assessment of external actions on the structure. The results of the model are validated in terms of typical displacements of parapet walls and crack distribution and opening due to a combined effect of temperature change, dead load and water pressure. In overall, the analysis has provided a valuable estimate of the load-bearing capacity of the structure providing the basis for the optimal planning of remedial measures. (en)
  • V příspěvku popisujeme analýzu dvou polí Karlova mostu v Praze. Vlastní analýza je provedena jako plně nesdružená, a to jak v rámci víceúrovňového modelování tak i při popisu různých fyzikálních mechanismů. (cs)
Title
  • Numerical Assessment of Charles Bridge in Prague: An Uncoupled Multi-scale Approach
  • Numerická analýza Karlova mostu v Praze: Nesdružený víceúrovňový přístup (cs)
  • Numerical Assessment of Charles Bridge in Prague: An Uncoupled Multi-scale Approach (en)
skos:prefLabel
  • Numerical Assessment of Charles Bridge in Prague: An Uncoupled Multi-scale Approach
  • Numerická analýza Karlova mostu v Praze: Nesdružený víceúrovňový přístup (cs)
  • Numerical Assessment of Charles Bridge in Prague: An Uncoupled Multi-scale Approach (en)
skos:notation
  • RIV/68407700:21110/07:01131689!RIV08-MSM-21110___
http://linked.open.../vavai/riv/strany
  • 164;165
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM6840770003)
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
  • 438076
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/07:01131689
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Historical structures; Multi-physics phenomena; Multi-scale models; Non-linear models; Uncoupled approaches (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [EB160A58A0D4]
http://linked.open...v/mistoKonaniAkce
  • Praha
http://linked.open...i/riv/mistoVydani
  • Praha
http://linked.open...i/riv/nazevZdroje
  • Modelling of Heterogeneous Materials with Applications in Construction and Biomedical Engineering, Proceedings
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Novák, Jan
  • Zeman, Jan
  • Šejnoha, Michal
  • Šejnoha, Jiří
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • České vysoké učení technické v Praze. Vydavatelství ČVUT
https://schema.org/isbn
  • 978-80-01-03762-1
http://localhost/t...ganizacniJednotka
  • 21110
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